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Structural frame work sequence

The structure stage must keep load path, geometry, embeds and concrete quality under control. Errors are expensive because they are usually found after walls, services or finishes depend on the frame.

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Urutan ini terhubung dengan kalkulator, checklist dan halaman biaya kesalahan agar planning dan kontrol risiko tetap satu sistem.

Urutan pekerjaan yang direkomendasikan

01

Plan load path, formwork and embeds

Coordinate the frame before concrete hides decisions.

  • Check columns, beams, slabs, openings, construction joints and temporary supports.
  • Confirm embedded plates, sleeves, anchors, balcony edges and stair interfaces.
  • Review pour sequence, access, pump route and curing method.

Hold point: Do not close formwork until embeds, openings, reinforcement access and pour method are coordinated.

Alat, peralatan dan akses: Formwork system, Shop drawings, Sleeve templates, Temporary props

02

Fix reinforcement and pour concrete

Deliver structural capacity with inspectable cover, spacing and consolidation.

  • Install rebar with correct laps, chairs, spacers and congestion management.
  • Inspect cover before pour and keep access for vibration.
  • Place concrete in controlled lifts or bays and protect against rapid drying.

Hold point: Concrete should not be poured until rebar, cover, openings and embeds are signed off.

Alat, peralatan dan akses: Rebar tools, Cover meter or gauge, Concrete vibrator, Pump line, Curing covers

03

Verify geometry, curing and as-built records

Prevent frame deviations from becoming finish and MEP problems.

  • Check column alignment, slab levels, stair geometry and opening dimensions.
  • Maintain curing period and protect exposed concrete edges.
  • Record as-built deviations before envelope and engineering rough-in.

Hold point: MEP rough-in and envelope work should not start until critical dimensions and openings are verified.

Alat, peralatan dan akses: Laser level, Plumb laser, Moisture/curing log, As-built photo set

Alat, peralatan dan akses

Frame control

  • Laser level
  • Plumb laser
  • Tape
  • Gridline tags

Concrete operations

  • Vibrator
  • Pump hose
  • Concrete bucket
  • Curing sheet

Rebar and embeds

  • Rebar cutter
  • Tie wire tool
  • Cover spacers
  • Embed templates

Norma konsumsi material untuk perencanaan

Rentang konsumsi adalah benchmark perencanaan. Kuantitas final harus dicek terhadap gambar, spesifikasi, kode lokal dan data supplier.

Material atau resource Basis Rentang rencana Unit Catatan
Reinforcement steel Structural concrete 90-160 kg/m3 Concept allowance; final design governs.
Formwork contact area Concrete volume 5-10 m2/m3 Depends on wall, column, beam and slab mix.
Curing compound or cover Exposed concrete area 1.00-1.10 m2/m2 Protects early strength and surface quality.
Embed and sleeve allowance MEP crossing or facade support 1 set/item Every embed should have an owner and drawing reference.

Quality gate sebelum lanjut

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