14 12 Catalog Reston-Force-s Pivot Fix

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  • 8/12/2019 14 12 Catalog Reston-Force-s Pivot Fix

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    Lager Appuis Bearings

    RESTONFORCE Tip S

    -

    RESTON Horizontalkraft-Lager Schubdorn100-1000kN

    Reazeme RESTON pentrufore orizontale Pivot Fix

    100 1000 kN

    RESTON bearings forhorizontal forces Thurstgudgeons 100-1000kN

    -dornen und Fhrungslagern in

    Verbindung mit Gleit- und Gummi-lagern ermglicht es, berbautenzwngungsfrei zu lagern.

    Schubdorn bertragen nur Hori-zontalkrfte. Die an der oberenPlatte angebrachten U-Profile dienenlediglich als Versetzungs-hilfe. Dieobere Lagerplatte wird bndigunterkant Brcke ein-gegossen. Dieuntere Lagerplatte ist ca. 40mm insWiderlager oder, bei grsseremZwischenraum,in den Auflagersockel

    zu versenken.Fr den Einbau sind die Lager mitKunststoffschrauben arretiert, die beider ersten Bewegung ab- scheren.

    Die in den Tabellen angegeben-en Belastungen sind Gebrauchs-lasten.

    Bei Setzungen bis max. 5mm kannder Lagertyp Setzung 0 dererforderlichen Horizontalkraft Hresverwendet werden.

    Pivot Fix i reazemelor mobile

    unidirecional, n tandem cureazemele elastomerice sau celemobile omnidirecional asigursprijinirea structurii podurilor,frconcentrri de eforturi.

    Reazemele Pivot Fix transmit doarfore orizontale. Seciunile U depe placa superioarau doar rolulde a facilita instalarea. Placasuperioar a reazemului estefixat prin turnare de faainferioar a structurii podului.

    Placa inferioar se ngroap cuaprox. 40mm n culee ori, dacspaiul permite, n soclul podului.

    Provizoriu, reazemele Pivot Fixsunt asigurate la instalare cuboluri de fixare din plastic, carese foarfec la prima micare apodului.

    Toate forele prezentate n tabeleconstituie ncrcri normale deexploatare.

    Pentru tasri de max. 5mm sealege reazemul corespunzndTasrii 0 i fora orizontalpreliminatHres .

    gudgeons and guide bearings in

    conjunction with sliding or rub-berbearings makes it possible tosupport superstructures withoutconstraints.

    The gudgeons transmit onlyhorizontal forces. The U-sectionson the upper plate are simply tofacilitate installation. The upperbearing plate is cast in flush withthe lower surface of t he bridgestructure. The lower bearing plateshould be let about 40mm into

    the abutment or, if the gap islarge, the bearing pedestal.

    For convenience in installation thebearings are locked by plastic bolts,which shear with the first movementof the bearing.

    All loads shown in the tables areservice loads.

    For settlements up to 5mm choosethe bearing type cor- responding toSettlement 0 and the required

    horizontal force Hres.

    www.mageba.ch

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    Lager Appuis Bearings

    Hres

    SetzungTasare

    Settlement

    LagermasseDimensiuniDimensions

    kN S mm B mm D mm C mm Po mm Pu mm E mm G mm F mm100

    100100100

    0

    2550100

    200

    200200200

    75

    8590100

    100

    110120120

    35

    353535

    50

    505050

    5

    3555125

    250

    250250250

    320

    365425515

    150150150150

    02550

    100

    220220220220

    8595100110

    100120120140

    45454545

    60606060

    53555125

    250250250250

    350400450560

    200200200200

    02550

    100

    220220220220

    95105110125

    120130140150

    60606060

    80808080

    53555105

    250250250250

    350400450540

    250250250

    02550

    250250250

    100110120

    120140150

    707070

    100100100

    53555

    300300300

    400450500

    U = Unterkante BrckeO = Oberkante Widerlager

    U = Faa inferioara suprastructurii poduluiO = Faa superioara culeei (soclului)

    U = Under-surface of bridgeO = Top of abutment

    250 100 250 135 160 70 100 105 300 600300

    300

    0

    25

    250

    250

    110

    120

    140

    140

    80

    80

    100

    100

    5

    5

    300

    300

    460

    510300300

    50100

    250250

    125140

    150170

    8080

    100100

    35105

    300300

    570690

    350350350350

    02550

    100

    260260260260

    115125135150

    140150160170

    90909090

    110110110110

    5535105

    300300300300

    450510560670

    400400400400

    02550

    100

    300300300300

    120130140160

    140160170190

    90909090

    110110110110

    5535105

    300300300300

    500570640770

    500500500500

    02550

    100

    300300300300

    130140150170

    150160170200

    120120120120

    120120120120

    55565

    420420420420

    575635695825

    600600600600

    02550

    100

    300300300300

    140150160180

    160170180205

    120120120120

    120120120120

    55565

    420420420420

    575635695825

    700700700700

    02550

    100

    320330350380

    140150160180

    150160170190

    120120110100

    150150150140

    55560

    460460400340

    690690770880

    800800800800

    02550

    100

    390390400420

    150160170190

    160170180200

    110110110110

    150150150140

    55550

    400400380380

    770690770880

    900900900900

    02550

    100

    400410420450

    160170180200

    170180190210

    120120120110

    160160160150

    55550

    440450440400

    680700770890

    1000100010001000

    02550

    100

    440450460480

    160170180200

    170180190210

    120120120110

    160160160150

    55550

    430430440360

    700720780910

    www.mageba.chVersion 2008.02

    Hres= Resultierende Horizontalkraft Hres= Fora orizontalrezultant Hres= Resultant horizontal force