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    Basement Const. Details

    Uploaded by

    Jaskirat
    The document discusses various design considerations and construction methods for building deep basements, including evaluating soil conditions, selecting retaining wall types, and approaches for excavation like top-down versus bottom-up that depend on factors like soil composition and depth of excavation. Different basement floor structures are outlined such as drained or waterproof membrane options. Design elements to resist water penetration like waterproof coatings, drainage systems, and waterstops are also covered.

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    © All Rights Reserved
    Download as PDF, TXT or read online from Scribd

    Basement Const. Details

    Uploaded by

    Jaskirat
    41 views7 pages
    The document discusses various design considerations and construction methods for building deep basements, including evaluating soil conditions, selecting retaining wall types, and approaches for excavation like top-down versus bottom-up that depend on factors like soil composition and depth of excavation. Different basement floor structures are outlined such as drained or waterproof membrane options. Design elements to resist water penetration like waterproof coatings, drainage systems, and waterstops are also covered.

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    The document discusses various design considerations and construction methods for building deep basements, including evaluating soil conditions, selecting retaining wall types, and approaches for excavation like top-down versus bottom-up that depend on factors like soil composition and depth of excavation. Different basement floor structures are outlined such as drained or waterproof membrane options. Design elements to resist water penetration like waterproof coatings, drainage systems, and waterstops are also covered.

    Copyright:

    © All Rights Reserved
    Download as PDF, TXT or read online from Scribd
    Download as pdf or txt
    41 views7 pages

    Basement Const. Details

    Uploaded by

    Jaskirat
    The document discusses various design considerations and construction methods for building deep basements, including evaluating soil conditions, selecting retaining wall types, and approaches for excavation like top-down versus bottom-up that depend on factors like soil composition and depth of excavation. Different basement floor structures are outlined such as drained or waterproof membrane options. Design elements to resist water penetration like waterproof coatings, drainage systems, and waterstops are also covered.

    Copyright:

    © All Rights Reserved
    Download as PDF, TXT or read online from Scribd
    Download as pdf or txt
    of 7

    BEMENT (Sboduelon, tpoaaksuetu)

    -
    AxuAL LoAD FLM UlulN
    UPERTKDUTURE

    PASEMenNT ATERAL LoA P-M cqRDUND

    -LEVEL oF WATER TABLE

    PERSTEUCTURE
    LsADS FeOM o
    IEPERSEb To toUMP

    MoHTURE
    To KESIST LoAIUA
    PENETRATO) FRDA PLst ATS AS PRACE

    Baembe o e s hat ae cemplkely patialy


    b u r the ound

    . l o d ton auwtces.
    EXCAVATION
    DES)N CoSIDERATIDJS Po DEEP
    1.uaco mweduga liern
    2. Evahualnin umalaliin
    ns Wall

    T. Tpe uppet y e t
    5p Raharint Wall
    2EECTINC TYPE OF PAEMENT
    7N the baois -

    Level oumd wnte p n aul


    2- Persibt lontanmalieis o o n d wrati
    3 Natuual olorounages
    A. soil zpe
    5 Awer to nste

    pkoEMENT TTPE
    TYPEA TAJKEV PRDTETDA
    lae UwpVLus mateiol untnally n extunall to
    exllud motabme.

    INTELL EXTeRWL

    PROTECTIond
    IF RERvIfEP

    MeMBRANE
    WATER KSTAA
    AROLAEAL WAL

    CNO WATE
    RpsISTAIT)

    sAseMENT
    PAEMElT
    PETAL ' e
    PETAJ A
    ReIUFORUe venceETE
    NTERAAL FLODE | 2. coKTS ELASTICNe
    FLBH onl
    cONCAPTe
    TAN KIN owRAY
    oR-PEP o e D epu INbIATIDLS

    TUDDEb MEMPRANE
    wITH e o TEXTE LAYER
    To PRevVEN7 ucKAAE

    FILTPR MEMPRANE to
    HINCLe Tb PLE/ET
    PLceKAAE

    enHINI LE To AWow U1ABuE


    PLAINALE
    PELFORATED AIN

    ANCLED MDRTAR Fwet T eumINATE


    PoDUNC
    WATERPRS TAKU mEMBEANE FIXpD TO
    ToP bF A

    TYPE P-WATERPRODE
    o i l e wakenpr mateuas wthuis
    the otruelwt e wals

    rkualy vmkqated
    PAotectow
    nbredueig buakalluaalon
    4A

    Uaa popw cowakuuelieu

    omto
    AAD INTP4AL KKEP PETAL A:
    oHOUV bE AVDIDED
    As It /Iw ReavuLe
    oNE WATE t b P WATERStop RER
    WHELe IT ApJDIS THE T JUUCTOn TM
    SLAR AND ANDTHER AT THE WA AJD J A

    INTERSECTIO WITH THEWA AND AT AW


    CoNSTLuUTION

    EXTERAL O INTERUL SDINT


    WATERSPOT AS
    RpQUIREP

    WATEL KEATANT LEINFoRLED


    coCAETE WAL AND SAS
    CoSTRUCTID
    A wmt INTECLAL KeKER

    TYeE -DRAINED
    MAsoLiAR NAW LoNKT. (MIu MAL
    REIN POLPP
    N7EAL LESTANCE TD PEUeTRATI oF
    WATER)
    CAVITY MBMBRANE FlxED To ETAINING YNAL
    VIA EALBD Puas

    ALLES6ue DEAINACIE ttANHEL cOncEAEp


    wintt FLsbR cekt. LINKED To s u P YStem

    PUmP YSTEM WITH IN CcoNCRETE


    pUMP
    CHAMBee op CAST IN sUMP LNEK.

    EXTEE LANo bRAIALE


    (POLDUS)
    PAEMENT PXLAVATIDA

    ToPPoW FXCAVATiO
    POTTOWn UP EXANAT1DAJ

    DPEN VER1IAL KeTAININ ToP boW METHO

    WA

    CoPPERtDAM DAPHRALM cONTINUDUS 2oLDIER WALL

    WALL BoeEp PlLBS


    PILPS
    OR SEANT
    PILE

    CONSTRucTION METHOb

    ExAVATID Fo ptAUb
    PASEMENT

    RAPT/LAB

    BRALE

    TRUCTUuRAL WAL

    PLODE

    TANKIL
    1 PoACKPIL
    UT AND 0VER PASEMET
    HOR12-TAL ExCANATIbA
    PPALAN 4YDRAULL
    HUNPep

    VERTILA
    RAIL RDPlA
    PLYWeDP
    cOVER h c K P I L

    RBAINING WAW

    e Jhne Katamun Wall:


    po
    I. Cornihala diaaqnatm wall

    . osd pil wal


    3 l a a haak pila wall

    No. uts dapend upon B


    olspth excayatsw

    Cman is tonat. e m batten


    putnd
    simphzk and oht wrao
    cebwuq
    w wban arnua
    N o t Rhacieal
    > t u censkrane

    yitu o xpoed to wedhw: Fletd vng oteuA.

    Provino daevakums ao tempevayt arauna


    st necersa
    necersany
    TOP DeWN EXCAVATIDA

    eyavobor
    AeTAININ wA Jhe oupaskhuek une a n d
    Cam c o n k r u e k e onnukamcouw

    muinm zeo
    A m d mowu nt

    pecolmms Aueh as:


    DECKING idea
    . i n i t a uodrobm

    excayaUom
    bskilid accers tor makea
    hondm
    D u r and Nowe
    bL NG
    o b P sLA

    PACKP

    RooPA
    SLAL
    PeAc I

    (sImULANEeUSUY) PAsEMEsT PLO


    ExcAVATID SLA
    (TRUT)
    RUDFLAS (RooF OPEA IRNC)

    STRDT
    AKFLL
    F L o t SLAE STVT LEMVALL

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