catalog elemnete prefabricate

7/26/2019 Catalog Elemnete Prefabricate

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BUILDING CONSTRUCTION

PRODUCTS CATALOGUE


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TABLE OF CONTENTS

COLUMNS

Columns

Foundation jointsCorbels

FLOOR DECKS

Deck beams

Hollow-core slabs for floor decks

PI beams

Construction Details

ROOFS

Purlins

Channel beams

Delta girder

Double-T Beams

Y Beams

Wing-shaped "Gavina" Beams

ENCLOSURES

Hollow-core slab enclosures

Architectural panels

Retaining walls


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GEOMETRIC SHAPES

4

Our columns can be manufactured into a range of sections to allow a wide variety ofgeometrical shapes for any type of project. With the normal rectangular shape we canmake sections with A and B dimensions ranging from 30 to 120 cm.

The heights possible depend on the required stiffness for handling and limitationsimposed by transport means.

We are able to manufacture the columns with edging or grooves, as well as placing

internal downspouts.

CONCRETE TYPE: HA-35

STEEL TYPE: B500S(standard characteristics but variable adapting to the project's demands)

RF variable depending on dimensions and coverings

The beam supports on the columns are made withneoprene or EPDM elastomeric supports, measureddepending on their geometry and load. The columnand beam are joined with pegs which guarantee thatthis joint is articulated.The embedding of the columns in the foundationscan be achieved through various systems,

depending on the characteristics and therequirements of the project. Here is a list of thedifferent standard solutions.

GOOE FO

ENCLOE


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SOCKET FOOTING

FOUNDATIONS

5

This type of column embedding enables a high level ofefficiency when assembling, as well as installation tolerancein the footings.

The grooved walls of both the columns and the footingsocket form a shear key which enables the load to betransferred per point or per shaft, meaning we are able to

reduce the depth of the footing, thus minimizing the boring.

ECA COLMN COLMN

EINFOCEMEN

FOOING OCKE FILLED

IH NONHINK GO

E MOA

BOING

EINFOCEMEN

COGAED MEAL

HEE OCKE EGAO

E

FOOING, HA25 O

EIOFONDAION LINH

EINFOCEMEN MEAL HEE

10010020

LOE GID

MD LAB


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SHEATH FOUNDATIONS

6

This type of column embedding is appropriate for when cantileveror corner footings are available and in the case of pile caps. Thisis due to the limited depth of the footing or the proximity of thefooting's edge to the side of the column.

It is an appropriate on-site system for embedding walls or otherprecast elements.

OJECING COLMN

EINFOCEMEN

ECA COLMN

FILLED IH NONHINK

GO E MOA

IE BA

IE HANGE

MD LAB

LOE GID

COGAED MEAL HEAH

80120

FONDAION

EINFOCEMEN

FOOING, HA25

O EIO


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BOLTED FOUNDATIONS

7

As with the previous system, this is recommended for embeddingwhen there is limited footing depth available and little distancebetween the footing and the side of the column.

Of course it is also suitable for on-site connections with walls andother precast components, as well as joints between shafts andcolumns.

ECA COLMN

MEAL HEE

10010020 COMMECIAL ANCHOING EM

ECIAL HEADED BA

NONHINK GO E

MOA

IE BA

FOOING, HA25 O

EIO LOE GID

MD LAB


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BASE PLATE FOUNDATIONS

8

This is a bolted system similar to the previous system, but does notneed any type of concrete poured on site because no holes are madein the column section. The base plate, which is usually bevelled, isembedded in the base of the structure.

ECIAL HEADED JOIN

MEAL LAE

COLMN EINFOCEMEN

CONNECED O HE BAE LAE

ECA COLMN

IE BA

E GID

FOOING, HA25 O

EIO HEADED BA LOE GID

MD LAB


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CORBELS

9

The beams' support on columns is achieved with corbels, being able to position them at anyelevation on the column and also on the sides, as necessary.

They can be manufactured in any geometrical shape. The most common ones are the examplesshown here.

Apart from using corbels for supporting the beams or slabs we can use long corbels, capitals, metalcorbels for hidden supports and slotted corbels.


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INVERTED T BEAMS

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CONCRETE TYPE HA 35 or HP 50 STEEL TYPEB500S and Y180057

(standard characteristics but variable adapting to the project'sdemands)


These are beams with the geometric shape of an inverted T with the aim of avoiding the edges inthe slabs so as to not interfere with the columns.

They can either be reinforced or prestressed depending on their spans and loads.

In order for the concrete to work with the compression layer in the beam's resistance, and thereforealso minimise the size of the web (D), connectors are arranged between the beam head and thecompression layer.

The pad projection of the slab supports is normally 15 cm, but this can vary. The width of the beamdetermines the width of the column. The column's width is usually between 40 and 70 cm. The totaldepth of the beam is composed of the depth of the slab plus the necessary web to give the beamthe necessary depth, which depends on the span of the beam, its load range and the loadsnecessary for this floor deck. The most common web size is between 20 and 60 cm.

The slab's support on the flanges is achieved with elastomeric supports. The most common span ofthis beam type varies between 5 and 12 m.

MEH BEAM CONNECO COMEION LAE

EDM

HOLLOCOE LAB

BEAM

CONNECO FO HE

COMEION LAE

IDH OF HE COLMN

DEHO

FHELAB


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L BEAMS

12

CONCRETE TYPE HA 35 or HP 50 STEEL TYPEB500S and Y180057

(standard characteristics but variable adapting to theproject's demands)


This is a variant of the previous beam, an edge beam that only receives a slab on one side.

They can either be reinforced or prestressed depending on their spans and loads. In order for theconcrete to work with the compression layer in the beam's resistance, and therefore also minimisethe size of the web, connectors are arranged between the beam head and the compression layer.

The pad projection of the slab supports is normally 15 cm, but this can vary. The width of the beamdetermines the width of the column. The column's width is usually between 40 and 70 cm.

The total depth of the beam is composed of the depth of the slab plus the necessary web to givethe beam the necessary depth, which depends on the span of the beam, its load range and theloads necessary for this floor deck. The most common web size is between 20 and 60 cm.

The slab's support on the flanges is achieved with elastomeric supports. The most common span ofthis beam type varies between 5 and 12 m.

CONNECO FO HE

COMEION LAE

IDH OF HE

D

EHO

FHELAB


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RECTANGULAR BEAMS

13

CONCRETE TYPE HA35 or HP 50 STEEL TYPE B500Sand Y180057(standard characteristics but variable adapting to the project'sdemands)


It is also possible to place rectangular beams, with a depth equal to the previous beam, but with abeam head with concrete poured on-site with the compression layer.

This solution requires the slabs to be edged before the columns and polystyrene blocks to beplaced in the slabs' hollow cores, with the aim of, in the case of large slab depths, decreasingconcrete consumption and avoiding making the floor deck overweight.

It is possible to manufacture this type of beam in any width and depth.

The slab's support on the beam is achieved with elastomeric supports.

BEAM CONNECO

COMEION LAE MEH

OLENE BLOCK

EDM"" BEAM

HOLLOCOE

IDH OF HE

COLMN


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HOLLOW-CORE SLAB

14

The hollow-core slab manufactured by PACADAR is the answer to all requirements the market

imposes on a product with this product's versatility. The wide range of slab depths and sections

covers optimal combinations of spans and loads with a limit of 16 m or 45 KN/m.

The technology used in our factories allows the mass production of over 110-m long beams with the

precast section depth chosen.

GENERAL CHARACTERISTICS OF FLOOR DECKS

CONCRETE TYPE HP-35 OR HP-50STEEL TYPE Y1860S7, 1670C and Y1860C RF 60 to RF 180INSULATION FROM AIRBORNE NOISE from 53 to 70 dB (Values without taking into account falseceilings)THERMAL TRANSMITTANCE 2.90 to 1.91 W./m K (Values without taking into account false

ceilings and upflow)

The materials used are standard for this type of product, allowing in its manufacture a wide range ofconcrete types, as far as resistance, sulphur resistance characteristics, for floor decks in marineenvironments or extremely chemically aggressive areas.


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HOLLOW-CORE SLAB

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CALCULATION OF FLOOR DECKS

Hollow-core slab floor decks are calculated by comparing the product specification sheet, whichincludes, for each slab depth and compression layer, some maximum bending moment and shearforce values in service and the most up-to-date information regarding reinforcements.

We are also able to vary the coverings, in situations where greater fire resistance is needed.Although the addition of incorporated elements in this type of mass production is not possible, wecan put edges and breaks in the slab after the concreting process whilst it is still fresh, to makeholes in the floor decks or to achieve an improved anchoring of the slab on its supports. Polystyreneblocks are placed in the hollow cores of very deep slabs in order to monitor excessive use of

concrete in the hollow cores.

The slab is supported by any element, whether it is precast, on-site or metallic, with the use ofelastomeric supports.


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HOLLOW-CORE SLAB

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SMALL DEPTH SERIES OF 16, 20, 25 AND 30 cm.

Depth of the slab Insulated slabweight

Weight with concrete injoints (N/m2)

Concrete in joints Grossstiffness

(cm) (N/m2) (L/m2) (m.kN/m)

16 2450 2583 5.7 9611

20 2962 3127 7 18225

25 3344 3551 8.7 33100

30 3711 3965 10.7 53354


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HOLLOW-CORE SLAB

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Floor deck depth16 + 5 cm

Slablength

(m)

Minimum reinforcement

Maximum reinforcement

Maximum load (KN/m)


Slablength(m)

Minimum reinforcementMaximum reinforcement

Maximum load (KN/m)

Floor deck depth25+ 5 cm

Slablength(m)

Minimum reinforcementMaximumreinforcement

Maximum load (KN/m)


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HOLLOW-CORE SLAB

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LARGE DEPTH SERIES WITH 4 HOLLOW CORES OF 35, 40 AND 50 cm.

Depth of theslab

Insulated slabweight

Weight with concretejoints

Concrete in joints Gross stiffness

(cm) (N/m2) (N/m2) (L/m2) (m.kN/m)

35 4145 4354 8.9 85697

40 4319 4567 10.5 118582

50 6093 6388 12.6 230395


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HOLLOW-CORE SLAB

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Slablength(m)


Maximum load (KN/m)


Slablength(m)


Maximum load (KN/m)


Slablength(m)


Maximum load (KN/m)


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HOLLOW-CORE SLAB

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Depth of the slabInsulated slab weight Weight with concrete jointsConcrete in jointsGross stiffness

(cm) (N/m2) (N/m2) (L/m2) (m.kN/m)

35 4726 5120 16.4 90858

40 5107 5572 19.3 129268

50 5953 6555 24.9 236247


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HOLLOW-CORE SLAB

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Slableng

th(m)

Minimum reinforcement

Maximum reinforcement

Maximum load (KN/m)


Slablength(m)


Maximum load (KN/m)


Slablength(m)


Maximum load (KN/m)


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HOLLOW-CORE SLAB

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LENGTHWISE CUTS

The on-site layout of the slabs of a deck involves making lengthwise cuts in standard slabs of 1.20m width. These cuts are made in a specific part of the hollow-core so as to not diminish the strengthof any part of the deck. These are the recommended areas for lengthwise cuts and therefore slabadjustments.


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HOLLOW-CORE SLAB

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METAL HANGER ASSEMBLY PROCESS

The adjacent slabs are positioned next to theopening with hangers which will support the cutslab or slabs.

The slab is placed over one part of the opening.

Finally, the second slab is positioned, in the caseof an opening located over the supports.


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PI BEAM

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The PI beam is used as part of the make-up of large-span decks.

PI beams are also mass produced. The technology used is the same as that of the hollow-coreslabs. We manufacture two different widths, 80 and 120 cm, and six possible depths, 50, 60, 70, 80,90 and 100 cm, offering a complete range in this type of structural solution.

They can either be placed flush or by leaving a gap between them. Spans of up to 20 m with trafficsuperloads are achieved.

CONCRETE TYPE HP 50STEEL TYPE B500S and Y180057

Variable RF


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PI BEAM

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ECION BB ECION AA

O MEH COMEION LAE

OLENE

LEELLING MOA

O BEAM

ECION BB ECION AA


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PI BEAM

27

EINFOCEMEN

FAMEOK

MEH COMEION LAE

NEOMEAL

HE ACING BEEEN HE BEAM' CENELINE CAN

INCEAE DEENDING ON HE LOAD

EINFOCEMEN

FAMEOK

MEH O

EINFOCEMEN

COMEION LAE

HE ACING BEEEN HE BEAM' CENELINE CAN

INCEAE DEENDING ON HE LOAD


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DECK CONSTRUCTION DETAILS

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C

B

BH

EDM


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29

B EDM

EDM

C

B

E

H

F C

EDM


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30

C

J

L B

EDM

H

L B

F


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MASS PRODUCED PURLINS

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This type of purlin, commonly called a tubular purlin, is used in roofs formed by double T girders or

delta girders. They make it possible to build corrugated sheet roofs (pre-lacquered, galvanized andeven with sandwich type insulation), thus achieving a lightweight solution with wide spans.

The tubular purlin is a prestressed element, manufactured using the same mass productiontechnology as the hollow-core slab.

1.10 1.68

N/.

L

(L),

.

HEADED JOIN

OOF BEAM

LIN

OMEGA LAE

HEADED JOIN

OMEGA LAECONCEE E H50

EEL E 18607

1860C

J

J

OOF BEAM OOF BEAM

HEADED BA

HEADED JOINLIN DEH 30

LINBE 40303

(L=25 )


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MOULD MANUFACTURED

PURLINS

33

CONCRETE TYPE HP 50

STEEL TYPE B500S and Y180057

RF variable depending ondimensions and coverings

The use of this type of purlin provides the structure several benefits regarding loads and fire

requirements.

These are prestressed beams whose ends are supported at a half lap joint, adequately reinforcedwith the aim of reducing the height of the roof.

With this purlin we can achieve up to 16 m of span with heavy loads on the roof.

It is common to place cold laminated rectangular sheets or profiles embedded and anchored withhooks on the upper part of the purlin, so that the roof sheet can be installed more quickly.

Joint to a girder

A

,

' .

ECION LIN

LIN

OOF BEAM

MEAL HEAH FILLED

IH NONHINK GO

E MOA

OJECING

EINFOCEMEN


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CHANNEL BEAMS

34

Weight 3.21 kN/m

As with the purlin, this is a secondary beam in the roof, but this time it is specifically used for waterrun-off. Hence, they are placed in the valleys of industrial buildings with one or more slopes.

This is a moulded prestressed beam, although it is possible to manufacture it just with reinforcing.At either end, half lap joint supports are positioned to correctly collect the water.

CONCRETE TYPE: HP-50

STEEL TYPE: Y186057 and B5005RF: 120

They also help to strengthen portals and it is possible for them to support panels or vertical claddingslabs.

HOLE FO

INENAL

DONO


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SOLID END DELTA BEAMS

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Span h1 h2 B e Weights(m) (m) (m) (cm)(cm) (kN)

11 to 17 1.185 0.8 to 0.59 45 8 63 to 11017 to 23 1.395 0.8 to 0.59 45 8 97 to 14420 to 26 1.5 0.8 to 0.59 45 8 116 to 16325 to 27 1.64 0.765 to 0.695 45 8 150 to 16627 to 32 1.71 0.765 to 0.59 45 8 162 to 19932 to 34 1.92 0.8 to 0.73 50 13 246 to 265

Building the roof with a main

beam such as a delta beamallows for large open-planspaces for industrial orcommercial areas.

Complete the roof with purlinsand a simple corrugated orsandwich type sheet. There isalso the option of placingchannel beams.

COGAED

MEAL HEAH

JOIN

NEOENE

OJECING

EINFOCEMEN

DELA BEAM

ECA

COLMN

NEOENE


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DELTA BEAMS

36

Span h1 h2 B e Weights(m) (m) (m) (cm)(cm) (kN)

33 to 37 2 1.01 to 0.89 63 12 299 to 32837 to 432.2 1.09 to 0.91 63 12 350 to 393

We have two types of delta beams available,

one with solid ends and a 7% slope and theother without solid components and a 6%

slope. The joints between these beams are

made with pin-type pegs, in the first case, or

with a threaded bar, in the latter.

NEOENE

HEADED BA

NEOENE

JOIN

HEADED JOIN

ECA COLMN

DELA BEAM


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DOUBLE-T BEAMS

37

We have a wide range of double-T beams available for the generation of large span monopitch roofportals.

Their use depends on the spans they need to cover, the distance between the centre-lines of theopenings and the loads which the roof requires. This type of beam requires a joint bolted to thecolumn or corbel and on top of that, as with the delta beams, the purlins, channels and roof

cladding in plastic or sheet are arranged.

CONCRETE TYPE HP-50

STEEL TYPE Y186057 and B5005

RF 120 or higher

Here are the most common shapes, the widths and heights of which can also be changed.


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DOUBLE-T BEAMS

38

H (cm) e (cm) B (cm)

55 - 70 - 90 12 63

100 - 130 15 66

150 18 69

JOIN

NEOENE

NEOENE

HEADED BA

HEADED JOIN

"I" BEAM

ECA COLMN


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Y BEAMS

39

Y beams are a good option to achieve flat roofswith large spans and the corresponding rain-waterrun-off.

CONCRETE TYPE HP-50

STEEL TYPEY186057 and B5005

RF

They afford the construction a good structural solution aswell as an appealing appearance. The spans can reach upto 32 m with distances between 5 and 7 m between thebeams' centre-lines.

This secondary roof beam can be placed on a load-bearingbeam or directly rested on the head of the column.

M

I

L

C


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Y BEAMS

40

The roof sheet is curved and can be lacquered or galvanized steel, although it can also be madewith transparent or translucent plastic materials to make skylights.

On these sheets the thermal and/or noise insulation is placed.

The beam's core must be covered in some sort of material which renders both the beamsthemselves and the joints between them waterproof.


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WING-SHAPED GAVINA BEAMS

41

Another type of flat roof is formed by the wing-shaped "Gavina" beam. As with the previous beam, itprovides the building with an appealing aesthetic with open-plan spaces, which makes it suitable foruse in any type of building. This beam enables various types of geometrical solutions.

Spans of up to 35 m are possible, depending on the loads on the roof and the distance between thecentre-lines of the beams. The distances between the centre-lines are around 7.5 m.

CONCRETE TYPE HP-50

STEEL TYPE Y1860S7 and B5005RF 60


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WING-SHAPED GAVINA BEAMS

42

INCLINED WING-SHAPED "GAVINA" BEAM

Wing-shaped "Gavina" beams are secondaryroof girders, located on the load-bearingbeams, and they can be manufactured in theshape of a channel for the collection of rainwater.

As with the Y beam, the roof can be finished

with lacquered or galvanized metal sheet,plastic material and with a metal sandwichsheet. The areas of the beams and their jointsmust be made waterproof.

HALF LA JOIN O

I

L

I

""

I


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CONCRETE DOMES

43

As well as the roof using of wing-shaped"Gavina" beams and metal sheet, roofscan also be made with the wing-shaped"Gavina" beams and concrete domes. Thebeams' centre-lines need to be separatedby 5 m, so that we can put skylights in theroof, turning said dome. The concrete

dome, as with the wing-shaped beamitself, will have the correspondinginsulation and waterproofing.


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WING-SHAPED "GAVINA" BEAM

CONSTRUCTION DETAILS

44

MEAL INDO EFAME

DOME IN INCLINED

OIION

INGHAED

"GAINA" BEAM

500

500

C FO AE

NOFF IN

O

DOME IN

HOIONAL

OIIONINGHAED

"GAINA" BEAM


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46


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HOLLOW-CORE SLAB ENCLOSURES

47


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48

All the hollow-core slab sections can be used as enclosure slabs, changing their lateral profiles andconverting the previous shear key into a box and pin system. The reinforcements of this type of slabare symmetrical so as to avoid deformations in the enclosures.

CONCRETE TYPE HP35 to HP50STEEL TYPE Y1860S7 and Y1860CRF 120 to 240

AIRBORNE NOISE INSULATION 47 to 60.5 dB (Values without taking the extrados into account)THERMAL TRANSMITTANCE 2.81 to 2.33 W / m K (Values without taking the extrados intoaccount)


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They can be positioned either horizontally or vertically at the work site.

If the slab is positioned horizontally, it is recommended that it be housed in the columns so as toconceal the irregular joints between the slabs.

Allows the creation of openings for windows ordoors, thanks to the placement of folded steelsheet metal preframes.

H

G

F

.

F

.

H

.


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50

This set-up requires a support beam in the roof area. The creation of openings is also possible,although structural metal preframes are needed to support the slab that lies over the openings.

J

D

C

C

J


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51

G

L B

G

D

C

C

H

C

H

F

B

G

L B

L B


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52

There is a variation on this type of slab which maintains the asymmetric reinforcements of the floordeck slabs and the box and pin edges, to make it possible to retain ground and transfer this stressto the structure.

L B

A

C

G

H

C

. C.

F .


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ARCHITECTURAL PANEL

53

Architectural panels are reinforced concrete elements that provide an appropriate aesthetic finishaccording to the building's purpose.

They are manufactured to a standard width of 2.40 m, although they can be made to anytransportable width and up to a length of 16 m. With both measurements the appropriate weight iscalculated.

Our standardised thicknesses are 10, 16, 20 and 24 cm.

They can be made lighter with polystyrene block, and its reinforcement is composed of a perimetertie-beam and as many transverse tie-beams as required for its stability.

During the manufacturing process there is a bare surface, which is coloured and has the finishchosen by the client, and a concrete surface, which is finished manually.

CONCRETE TYPE HA25

STEEL TYPE B500S AND B500T


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ARCHITECTURAL PANEL

54

The reinforcement covering depends on the type of conditions it will be exposed to.

A list of the characteristics according to different thicknesses:

Thickness Min. EI dBA Kcal/hCm KN/mcm

RF Acoustic Insulation Thermal Insulation Weight10 90 46 0.23 2.5016 60 Standard 53 / LW 45 Standard 0.268 / LW 1.070 3.0020 120 Standard 57 / LW 50 Standard 0.293 / LW 1.365 3.50

24 180 Standard 60 / LW 55 Standard 0.317 / LW 1.925 4.00

It is possible to make corner protectors for the buildings, and even folded panels, to adapt to thecustomer's different proposals. As mentioned above, the panels can be finished with differenttextures and colours. These are some of the different options available.


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ARCHITECTURAL PANEL

55

VERTICAL POSITIONING OF PANELS

G

C

F

F

C

C

.

C .


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ARCHITECTURAL PANEL

56

CREATION OF OPENINGS WITH CONCRETE LINTEL

H

L

L


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ARCHITECTURAL PANEL

57

CREATION OF OPENINGS WITH METAL LINTEL

M

A

H

M


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ARCHITECTURAL PANEL

58

HORIZONTAL POSITIONING OF THE PANELS

C

C

H

E

F


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RETAINING WALLS

59

BUTTRESSED DAM WALL

If the retaining walls are required, buttressed dam walls with feet of different heights are available.With this type of solution retention walls up to 9 m tall are possible. The assembly of this wall iscarried out on the mud slab, subsequently making the foundation footing.

C

C

.

.

AIABLE

IB

DECKAIABLEDEH

IB

ODEH


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RETAINING WALLS

60

BUTTRESSED DAM WALL


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RETAINING WALLS

61

SOLID RECTANGULAR WALLS

WALL SECTION

Solid rectangular walls with support feet are also

available. As with the previous product, they are

assembled on the mud slab, and then the foundation

footing is created. Supporting the decks on top of the walls

is therefore possible.

The sides have ties with boxes for wet joints, so that after

pouring the concrete for this joint on site, the ground load

can be distributed and thereby preventing ridges and

excessive deformation.

EEIO IDE EINFOCEMEN

INEIO IDE EINFOCEMEN

AIABLE

DECK

E FOOING

GID

EINFOCEMEN

FO ANCHOING

O FONDAION

I LOE

FOOINGGID

O

BLOCK

O LAE ELDED

O HE EEL ANCHOING

AIABLE


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RETAINING WALLS

62


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DIRECTORY

C 259D

28046M

: 915297900

F: 915297909

@.

C. M K. 320.6

46360B ()

: 962502826

F: 962502827

@.

C. C C K. 11.6

08830 B L (B)

: 936304424

F: 936400269

@.

L M 1, B. 1, 2 F

41018

: 954580308

F: 954570845

@.

.@. .@.

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