• E11G101-1
  • Contents
  • General Instruction
  • Part One Drawing Rules of Ichnographic Representing Method
    • 1 General Provisions
    • 2 Rules of Ichnographic Construction Drawings of Columns
    • 2.1 Representing method of ichnographic construction drawings of columns
    • 2.2 Tabulated annotation
    • 2.3 Sectional annotation
    • 2.4 Other
    • Example of ichnographic construction drawings of columns using tabulated annotation
    • Example of ichnographic construction drawings of columns using sectional annotation
    • 3 Rules of Ichnographic Construction Drawings of Shear Walls
    • 3.1 Representing method of ichnographic construction drawings of shear walls
    • 3.2 Tabulated annotation
    • 3.3 Sectional annotation
    • 3.4 Representing method of openings in shear wall
    • 3.5 Representing method of exterior wall of basement
    • 3.6 Other
    • Example of ichnographic construction drawings of shear walls using tabulated annotation
    • Example of ichnographic construction drawings of shear walls using sectional annotation
    • Example of ichnographic construction drawings of exterior walls of basement using ichnographic annotation
    • 4 Rules of Ichnographic Construction Drawings of Beams
    • 4.1 Representing method of ichnographic construction drawings of beams
    • 4.2 Ichnographic annotation
    • 4.3 Sectional annotation
    • 4.4 Requirements for length of beam top longitudinal bars at support
    • 4.5 Requirements for length of bottom bars those do not extend into support
    • 4.6 Other
    • Example of ichnographic construction drawings of beams using ichnographic annotation
    • Example of ichnographic construction drawings of beams using sectional annotation
    • 5 Rules of Ichnographic Construction Drawings of Slab with Beams
    • 5.1 Representing method of ichnographic construction drawings of slab with beams
    • 5.2 Slab concentrated annotation
    • 5.3 In-situ annotation at slab support
    • 5.4 Other
    • Example of ichnographic construction drawings of slab with beams
    • 6 Rules of Ichnographic Construction Drawings of Slab without beams
    • 6.1 Rules of Ichnographic Construction Drawings of Slab without beams
    • 6.2 Concentrated annotation for slab strip
    • 6.3 In-situ annotation at support of slab strip
    • 6.4 Representing method of embedded beam
    • 6.5 Other
    • Example of ichnographic construction drawings of slab without beams
    • 7 Rules for Drawing of Slab-related Detailing
    • 7.1 Types and the representing method of slab-related detailing
    • 7.2 Direct annotation for slab-related detailing
    • 7.3 Other
  • Part Two Standard Detailing Drawings
    • The basic anchorage length,lab labE, anchorage length la, anti-seismic anchorage length laE and correction factor ξa for tensile reinforcement
    • Environment classification for concrete structures Minimum thickness of concrete cover Detailing of stirrups in the lapping section of longitudinal stressed bars
    • Hook and mechanical anchorage type of longitudinal bars Lapping length lll,llEE for binding longitudinal bars under tension
    • Detailing of closed stirrups and hooks of tie bars Equivalent diameter and minimum clear spacing of twin bars in beam Spacing requirements for bars in beam and column Detailing of spiral stirrups
    • Connection detailing of longitudinal bars in anti-seismic frame column KZ
    • Connection detailing of longitudinal bars in anti-seismic frame column KZ of basement Connection detailing of longitudinal bars in anti-seismic frame column KZ of basement Stirrups dense section for anti-seismic frame column KZ of basement
    • Detailing of longitudinal bars at top of anti-seismic side column and corner column KZ
    • Detailing of longitudinal bars at top of anti-seismic intermediate column KZ Detailing of longitudinal bars at varying section for anti-seismic column KZ
    • Range of dense section of stirrups for anti-seismic KZ, QZ, LZ Detailing of longitudinal bars in anti-seismic QZ, LZ
    • Table for height of dense section of stirrups in anti-seismic frame column or short shear wall limb
    • Connection detailing of longitudinal bars in non-seismic frame column KZ
    • Detailing of longitudinal bars at top of non-seismic side column and corner column
    • Detailing of longitudinal bars at top of non-seismic intermediate column KZ Detailing of longitudinal bars at varying section for non-seismic column KZ
    • Stirrup detailing for non-seismic frame column KZ Detailing of longitudinal bars in non-seismic column supported by wall QZ or column supported by beam LZ
    • Detailing of reinforcement in core column XZ Compounding patterns of rectangular stirrups
    • Detailing of horizontal bars in shear wall
    • Detailing of vertical bars in shear wall
    • Detailing of restraining edge member YBZ
    • Detailing practice of restraining edge member when horizontal bars of shear wall are counted in volume-stirrup ratio for restraining edge member
    • Detailing of constructional edge member GBZ, buttress column FBZ, embedded column not at the end AZ Detailing of connections of longitudinal bars in edge memeber of shear wall Detailing of longitudinal bars in restraining edge member supported by shear wall
    • Detailing of reinforcement in coupling beam LL, embedded beam AL, edge frame beam BKL
    • Detailing of reinforcement when edge frame beam BKL or embedded beam AL of shear wall overlaps with coupling beam LL
    • Detailing of crossing oblique bars LL (JX), gathered diagonal bars LL (DX) and embedded diagonal bracing LL (JC) of coupling beam
    • Detailing of reinforcement in exterior walls of basement DWQ
    • Detailing of strengthening bars of openings in shear walls
    • Detailing of longitudinal bars in floor frame beam KL in anti-seismic design
    • Detailing of longitudinal bars in roof frame beam WKL in anti-seismic design
    • Detailing of longitudinal bars in floor frame KL in non-seismic design
    • Detailing of longitudinal bars in roof frame beam WKL in non-seismic design
    • Detailing of horizontal and vertical haunch of frame beam
    • Detailing of longitudinal bars in floor and roof beam KL, WKL at intermediate support
    • Detailing of stirrups in non-seismic frame beam KL, WKL Detailing of dense section of stirrups in anti-seismic frame beam KL, WKL Start point of stirrups when beam intersects with rectangular column obliquely or intersects with circular beam
    • Detailing of reinforcement in beam L Detailing of stirrups when main beam intersects with secondary beam obliquely
    • Position of cut point of beam bottom longitudinal bars not extended into support Range of additional stirrups, detailing of additional hanging bar Beam side longitudinal constructional bars and tie bars
    • Detailing of longitudinal bars in beam L at intermediate support Detailing of reinforcement in beams horizontally or vertically folded
    • Detailing of reinforcement in cantilever beam XL and cantilever end of all kinds of beams
    • Detailing of reinforcement in frame-supporting column KZZ, frame-supported beam KZL
    • Detailing of reinforcement in #-shaped beam JZL
    • Detailing of reinforcement in floor (roof) slab with beam
    • Detailing of connection of top continuous bars in unevenly spanned slab
    • Schematic of reinforcement in one (two)-way slab Detailing of non-contact lapping of longitudinal bars
    • Detailing of reinforcement in cantilever slab XB Detailing of reinforcement in slab end without support Detailing of reinforcement in folded slab
    • Detailing of longitudinal bars in slab strips at top of column ZSB and slab strips in the midspan KZB of floor slab without beam
    • Longitudinal bars detailing at end support of slab strips Longitudinal bars detailing at cantilever end of slab strips Reinforcement detailing of embedded beam in slab strips at top of column
    • Detailing of reinforcement in post-cast strips HJD of slab Detailing of reinforcement in post-cast strips HJD of wall Detailing of reinforcement in post-cast strips HJD of beam
    • Detailing of haunch of slab JY Detailing of slab whose local elevation is varied SJB(I)
    • Detailing of slab whose local elevation is varied SJB(II)
    • Detailing of slab opening BD and strengthening bars around opening (I) (no concentrated load around opening)
    • Detailing of slab opening BD and strengthening bars around opening (II) (no concentrated load around opening)
    • Detailing of radial bars at external corner of cantilever slab Ces
    • Detailing of strengthening strips of longitudinal bars JQD in slab Detailing of slab turnup FB Detailing of internal corner of cantilever slab
    • Detailing of column cap ZMa, ZMb, ZMc, ZMab
    • Detailing of punching resistant stirrups Rh Detailing of punching resistant bent-up bars Rb