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Binding Steel

1 page · 2 crops · material

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The ontology would need a reinforcement binding wire or tying wire material class.

Every dimension read for it7

  • 100Vertical dimensionnot attributedp1 · p01_r19
  • 1500Vertical dimensionnot attributedp1 · p01_r19
  • 75Vertical dimensionnot attributedp1 · p01_r19
  • 100Vertical dimensionnot attributedp1 · p01_r19
  • 100Vertical dimensionnot attributedp1 · p01_r19
  • 75Vertical dimensionnot attributedp1 · p01_r19
  • 300Typical dimensionnot attributedp1 · p01_r19

Notes on the sheets that carry it

  • p1TOP OF PILE CAP EL (-) 0.600 M
  • p1100 THK. P.C.C
  • p16L - Y10 @ 130 C/C SHEAR REINF.
  • p1CHAIR PROVIDED
  • p15-Y12
  • p1Y12 @150C/C
  • p1TIE BEAM
  • p1Y12@150 C/C
  • p175 THK. B.F.S
  • p1BINDING STEEL AROUND PILE BAR
  • p1Y12@150 C/C SIDE REINF.
  • p1100 THK. P.C.C (1:4:8)
  • p15-Y16 AT BOT.

Every crop it was read in — the drawing beside what the model took off it

Page 1

crop

p01_r19 foundation of lift

page 1 · mkpa_techno_building_2025_job_020_structural_af7b24c3bd_76c_0009c699a5_p01_r19_foundation_of_lift
Original
p01_r19 foundation of lift
{
  "view": "Section",
  "objects": [
    {
      "name": "pile cap",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Top is identified by the callout “TOP OF PILE CAP EL (-) 0.600 M”."
    },
    {
      "name": "pile",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": 3,
      "note": "Three pile heads are visible below the pile cap; lower pile lengths are broken/cropped."
    },
    {
      "name": "tie beam",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": null,
      "note": "Only portions on either side of the central vertical member are shown."
    },
    {
      "name": "central vertical member",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Extends upward from the pile cap and is shown with a vertical break."
    },
    {
      "name": "P.C.C. layer",
      "tag": "",
      "shape": "rectangular layer",
      "material": "P.C.C.",
      "count": 2,
      "note": "One 100 THK. P.C.C. callout occurs near the tie beam and one occurs below the pile cap."
    },
    {
      "name": "B.F.S. layer",
      "tag": "",
      "shape": "rectangular layer",
      "material": "B.F.S.",
      "count": 2,
      "note": "75 THK. B.F.S. is called out above and below the pile-cap region."
    },
    {
      "name": "pile-cap reinforcement",
      "tag": "",
      "shape": "reinforcing bars",
      "material": "",
      "count": null,
      "note": "Top, bottom, side, and shear reinforcement callouts are shown."
    },
    {
      "name": "binding steel",
      "tag": "",
      "shape": "wire ties",
      "material": "steel",
      "count": null,
      "note": "Called out around pile bar."
    },
    {
      "name": "chair",
      "tag": "",
      "shape": "bar support",
      "material": "",
      "count": 1,
      "note": "Shown at the left side of the pile-cap reinforcement."
    }
  ],
  "measurements": [
    {
      "label": "Top of pile cap elevation",
      "value": "(-) 0.600",
      "unit": "M",
      "appliesTo": "pile cap"
    },
    {
      "label": "Dimension",
      "value": "100",
      "unit": "",
      "appliesTo": "upper left layered construction"
    },
    {
      "label": "Dimension",
      "value": "1500",
      "unit": "",
      "appliesTo": "vertical distance at left of pile cap"
    },
    {
      "label": "Dimension",
      "value": "75",
      "unit": "",
      "appliesTo": "upper left layered construction"
    },
    {
      "label": "Dimension",
      "value": "1000",
      "unit": "",
      "appliesTo": "vertical distance beside chair"
    },
    {
      "label": "Dimension",
      "value": "500",
      "unit": "",
      "appliesTo": "upper right layered construction"
    },
    {
      "label": "Typical spacing",
      "value": "300",
      "unit": "",
      "appliesTo": "pile cap reinforcement"
    },
    {
      "label": "Dimension",
      "value": "100",
      "unit": "",
      "appliesTo": "lower left layered construction"
    },
    {
      "label": "Dimension",
      "value": "100",
      "unit": "",
      "appliesTo": "lower left layered construction"
    },
    {
      "label": "Dimension",
      "value": "75",
      "unit": "",
      "appliesTo": "lower left layered construction"
    },
    {
      "label": "P.C.C. thickness",
      "value": "100",
      "unit": "",
      "appliesTo": "P.C.C. layer"
    },
    {
      "label": "B.F.S. thickness",
      "value": "75",
      "unit": "",
      "appliesTo": "B.F.S. layer"
    },
    {
      "label": "Shear reinforcement",
      "value": "6L - Y10 @ 130 C/C",
      "unit": "",
      "appliesTo": "pile cap"
    },
    {
      "label": "Top reinforcement",
      "value": "5-Y12",
      "unit": "",
      "appliesTo": "pile cap"
    },
    {
      "label": "Reinforcement spacing",
      "value": "Y12 @150 C/C",
      "unit": "",
      "appliesTo": "pile cap"
    },
    {
      "label": "Tie beam reinforcement spacing",
      "value": "Y12@150 C/C",
      "unit": "",
      "appliesTo": "tie beam"
    },
    {
      "label": "Side reinforcement spacing",
      "value": "Y12@150 C/C",
      "unit": "",
      "appliesTo": "pile cap"
    },
    {
      "label": "Bottom reinforcement",
      "value": "5-Y16",
      "unit": "",
      "appliesTo": "pile cap"
    },
    {
      "label": "Scale",
      "value": "1 : 25",
      "unit": "",
      "appliesTo": "section"
    }
  ],
  "notes": [
    "TOP OF PILE CAP EL (-) 0.600 M",
    "100 THK. P.C.C",
    "6L - Y10 @ 130 C/C SHEAR REINF.",
    "CHAIR PROVIDED",
    "5-Y12",
    "Y12 @150C/C",
    "TIE BEAM",
    "Y12@150 C/C",
    "75 THK. B.F.S",
    "BINDING STEEL AROUND PILE BAR",
    "Y12@150 C/C SIDE REINF.",
    "100 THK. P.C.C (1:4:8)",
    "75 THK. B.F.S",
    "Y12@150 C/C",
    "5-Y16 AT BOT."
  ],
  "labels": [
    "E.G.L.",
    "CUT OFF LVL.",
    "SECTION AT : XX",
    "SCALE = 1 : 25"
  ],
  "description": "This crop shows Section at XX through a pile cap supported on three visible piles, with a central vertical member extending upward and tie-beam portions at either side. It documents pile-cap elevation, surrounding P.C.C. and B.F.S. layers, pile cut-off level, and reinforcement arrangement including shear, top, bottom, and side reinforcement."
}

p01_r19 foundation of liftSection

  • binding steelwire tiessteelCalled out around pile bar.

(-) 0.600 M Top of pile cap elevation100 Dimension1500 Dimension75 Dimension1000 Dimension500 Dimension300 Typical spacing100 Dimension+11 more

crop

p01_r19

page 1 · pile_cap_p01_r19
Original
p01_r19
{
  "view": "Section",
  "objects": [
    {
      "name": "pile cap",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Shown below the tie beam with top level called out."
    },
    {
      "name": "tie beam",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Vertical member at the center of the section."
    },
    {
      "name": "pile",
      "tag": "",
      "shape": "circular",
      "material": "reinforced concrete",
      "count": 3,
      "note": "Three pile shafts are visible below the pile cap, each shown with pile bars."
    },
    {
      "name": "P.C.C. layer",
      "tag": "",
      "shape": "rectangular layer",
      "material": "P.C.C.",
      "count": 3,
      "note": "P.C.C. layers are called out at the upper and lower portions of the section."
    },
    {
      "name": "B.F.S. layer",
      "tag": "",
      "shape": "rectangular layer",
      "material": "",
      "count": 2,
      "note": "B.F.S. is shown beneath/adjacent to the P.C.C. layers."
    },
    {
      "name": "shear reinforcement",
      "tag": "6L-Y10",
      "shape": "bar reinforcement",
      "material": "steel",
      "count": null,
      "note": "Called out at 130 C/C."
    },
    {
      "name": "tie-beam longitudinal reinforcement",
      "tag": "5-Y12",
      "shape": "bar reinforcement",
      "material": "steel",
      "count": 5,
      "note": "Callout points to the tie beam."
    },
    {
      "name": "tie-beam reinforcement",
      "tag": "Y12 @150 C/C",
      "shape": "bar reinforcement",
      "material": "steel",
      "count": null,
      "note": "Callout points to the tie beam."
    },
    {
      "name": "pile-cap top reinforcement",
      "tag": "Y12@150 C/C",
      "shape": "bar reinforcement",
      "material": "steel",
      "count": null,
      "note": "Callout points to the top reinforcement in the pile cap."
    },
    {
      "name": "pile-cap side reinforcement",
      "tag": "Y12@150 C/C",
      "shape": "bar reinforcement",
      "material": "steel",
      "count": null,
      "note": "Called out as side reinforcement."
    },
    {
      "name": "pile-cap bottom reinforcement",
      "tag": "5-Y16",
      "shape": "bar reinforcement",
      "material": "steel",
      "count": null,
      "note": "Called out at bottom; the callout is shown at both sides of the central tie beam."
    },
    {
      "name": "binding steel",
      "tag": "",
      "shape": "bar reinforcement",
      "material": "steel",
      "count": null,
      "note": "Called out around pile bars."
    },
    {
      "name": "chair",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Shown as provided."
    }
  ],
  "measurements": [
    {
      "label": "Top of pile cap elevation",
      "value": "(-) 0.600",
      "unit": "M",
      "appliesTo": "pile cap"
    },
    {
      "label": "P.C.C. thickness",
      "value": "100",
      "unit": "",
      "appliesTo": "upper P.C.C. layer"
    },
    {
      "label": "P.C.C. thickness",
      "value": "100",
      "unit": "",
      "appliesTo": "upper P.C.C. layer"
    },
    {
      "label": "B.F.S. thickness",
      "value": "75",
      "unit": "",
      "appliesTo": "upper B.F.S. layer"
    },
    {
      "label": "P.C.C. thickness",
      "value": "100",
      "unit": "",
      "appliesTo": "lower P.C.C. layer"
    },
    {
      "label": "B.F.S. thickness",
      "value": "75",
      "unit": "",
      "appliesTo": "lower B.F.S. layer"
    },
    {
      "label": "Vertical dimension",
      "value": "100",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Vertical dimension",
      "value": "1500",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Vertical dimension",
      "value": "75",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Vertical dimension",
      "value": "1000",
      "unit": "",
      "appliesTo": "pile cap"
    },
    {
      "label": "Vertical dimension",
      "value": "100",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Vertical dimension",
      "value": "100",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Vertical dimension",
      "value": "75",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Horizontal dimension",
      "value": "500",
      "unit": "",
      "appliesTo": "tie beam / pile cap area"
    },
    {
      "label": "Typical dimension",
      "value": "300",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Shear reinforcement",
      "value": "6L-Y10 @ 130 C/C",
      "unit": "",
      "appliesTo": "pile cap"
    },
    {
      "label": "Tie-beam reinforcement",
      "value": "5-Y12",
      "unit": "",
      "appliesTo": "tie beam"
    },
    {
      "label": "Tie-beam reinforcement spacing",
      "value": "Y12 @150 C/C",
      "unit": "",
      "appliesTo": "tie beam"
    },
    {
      "label": "Pile-cap top reinforcement spacing",
      "value": "Y12@150 C/C",
      "unit": "",
      "appliesTo": "pile cap"
    },
    {
      "label": "Pile-cap side reinforcement spacing",
      "value": "Y12@150 C/C",
      "unit": "",
      "appliesTo": "pile cap"
    },
    {
      "label": "Pile-cap bottom reinforcement",
      "value": "5-Y16",
      "unit": "",
      "appliesTo": "pile cap"
    },
    {
      "label": "Scale",
      "value": "1 : 25",
      "unit": "",
      "appliesTo": "section"
    }
  ],
  "notes": [
    "100 THK. P.C.C",
    "TOP OF PILE CAP EL (-) 0.600 M",
    "TIE BEAM",
    "5-Y12",
    "Y12 @150 C/C",
    "Y12@150 C/C",
    "75 THK. B.F.S",
    "6L - Y10 @ 130 C/C SHEAR REINF.",
    "CHAIR PROVIDED",
    "BINDING STEEL AROUND PILE BAR",
    "Y12@150 C/C SIDE REINF.",
    "100 THK. P.C.C (1:4:8)",
    "75 THK. B.F.S",
    "5-Y16 AT BOT."
  ],
  "labels": [
    "E.G.L.",
    "CUT OFF LVL.",
    "SECTION AT : XX",
    "SCALE = 1 : 25"
  ],
  "description": "This crop shows Section at : XX through a reinforced-concrete pile cap supported on three piles, with a central tie beam extending upward. The section documents pile cut-off level, P.C.C. and B.F.S. layers, pile-cap reinforcement, pile bars, and associated reinforcement callouts."
}

p01_r19Section

  • binding steelbar reinforcementsteelCalled out around pile bars.

(-) 0.600 M Top of pile cap elevation100 P.C.C. thickness100 P.C.C. thickness75 B.F.S. thickness100 P.C.C. thickness75 B.F.S. thickness100 Vertical dimension1500 Vertical dimension+14 more