Library · Drawings

The MMC drawing set.

High-level summary sheets: what each part is and does, not engineering detail. 33 sheets in four sets, Rev F, 7 November 2026.

Download the full set (PDF, 34 pages, 9 MB)

ATS Components.

The parts of the Anchor Tension System: cutter head, latch, caisson, packers, tension tubular, lock, riser and cap.

MMC-DWG-001-01 Cutter Head — summary drawing
MMC-DWG-001-01 · Rev B

Cutter Head

The cutter head drills the bore, then stays at depth as the sacrificial anchor.

MMC-DWG-001-02 Anchor Latch — summary drawing
MMC-DWG-001-02 · Rev C

Anchor Latch

The tubular latches into the cutter head receptacle: run in, engaged, tensioned, release; plus the contingency anchor seated in an insert packer.

MMC-DWG-001-03 Caisson Ring — summary drawing
MMC-DWG-001-03 · Rev C

Caisson Ring

Precast rings with castellated faces; the lead ring bears on the cutter head.

MMC-DWG-001-04 Expansion Packer — summary drawing
MMC-DWG-001-04 · Rev C

Expansion Packer

Two versions: segmented-ring (radial lock) and solid-ring (slips on concrete). Also centralises the tubular and locks onto it once the anchor is latched.

MMC-DWG-001-05 Tension Tubular — summary drawing
MMC-DWG-001-05 · Rev B

Tension Tubular

One tubular from cutter head to pylon cap, in ~12 m threaded sections; inspected in place or withdrawn.

MMC-DWG-001-06 Tension Lock — summary drawing
MMC-DWG-001-06 · Rev B

Tension Lock

Ram pulls the tubular, wedge slips set in a tapered bowl, tension locked in.

MMC-DWG-001-07 Riser Segment — summary drawing
MMC-DWG-001-07 · Rev B

Riser Segment

Hollow tapered segments, spigot-and-socket joints with a dampening layer, stacked to one continuous taper.

MMC-DWG-001-10 Centralisers and Insert Packer — summary drawing
MMC-DWG-001-10 · Rev A

Centralisers and Insert Packer

Centraliser, anchor centraliser, and the insert packer that seats the contingency anchor.

Topside Models.

The six named models and how one tapered segment family follows the terrain.

MMC-DWG-002-01 MMC-VC Viaduct — summary drawing
MMC-DWG-002-01 · Rev C

MMC-VC Viaduct

Single leg, single deck: cross-section and side elevation.

MMC-DWG-002-02 MMC-VB Viaduct — summary drawing
MMC-DWG-002-02 · Rev B

MMC-VB Viaduct

Two legs at the outer edges, freight beams on a 6 m pylon, maglev at 17 m.

Construction.

How a corridor is built: foundation team ahead, topside team behind; level 1 forward, upper levels back.

MMC-DWG-003-00 Construction Sequence — summary drawing
MMC-DWG-003-00 · Rev A

Construction Sequence

Foundation team ahead, topside team behind; level 1 built forward, upper levels built back.

MMC-DWG-003-01 Dual Drilling Rig, Top View — summary drawing
MMC-DWG-003-01 · Rev A

Dual Drilling Rig, Top View

Method 1: the rig on rail drills both legs of a pylon at once.

MMC-DWG-003-02 Dual Drilling Rig, Side Profile — summary drawing
MMC-DWG-003-02 · Rev A

Dual Drilling Rig, Side Profile

Top drive, drill pipe and caisson rams in the derrick; finished caisson behind.

MMC-DWG-003-03 Dual Drilling Rig, Rear View — summary drawing
MMC-DWG-003-03 · Rev A

Dual Drilling Rig, Rear View

Variable-height lever arms set each derrick on its own ground level.

MMC-DWG-003-04 Mobile Drilling Rig — summary drawing
MMC-DWG-003-04 · Rev A

Mobile Drilling Rig

Track- or wheel-mounted rig; the foundation team works ahead of the topside team.

MMC-DWG-003-05 Drilling from the Viaduct — summary drawing
MMC-DWG-003-05 · Rev A

Drilling from the Viaduct

Method 2, for rivers and difficult terrain: drill the next foundation from the viaduct already built.

MMC-DWG-003-06 First Spans from the Ground — summary drawing
MMC-DWG-003-06 · Rev A

First Spans from the Ground

A ground crane builds the first spans; then the rail crane takes over on the deck.

MMC-DWG-003-07 Level 1: Steps 3–5 — summary drawing
MMC-DWG-003-07 · Rev B

Level 1: Steps 3–5

Stack the pylon and cross beam; launch the longitudinal beam.

MMC-DWG-003-08 Level 1: Steps 6–8 — summary drawing
MMC-DWG-003-08 · Rev B

Level 1: Steps 6–8

Set the beam; run in, latch and tension the tubular.

MMC-DWG-003-09 Steps 9–10 — summary drawing
MMC-DWG-003-09 · Rev B

Steps 9–10

Level 1 runs the route; the crane comes back and withdraws one tubular at a time.

MMC-DWG-003-10 Level 2: Steps 11–13 — summary drawing
MMC-DWG-003-10 · Rev B

Level 2: Steps 11–13

Stack the upper riser and maglev cross beam; lower the maglev beam.

MMC-DWG-003-11 Level 2: Steps 14–15 — summary drawing
MMC-DWG-003-11 · Rev B

Level 2: Steps 14–15

Full-length tubular through both levels, latched and tensioned.

Caisson Types.

Caisson ring types: solid or segmented build, castellated or flush faces. More types are added as they are designed.

MMC-DWG-004-01 Solid Caisson Ring — summary drawing
MMC-DWG-004-01 · Rev A

Solid Caisson Ring

One-piece ring; the solid-ring packer sets inside it and, once the anchor is latched, locks onto the tubular.

MMC-DWG-004-02 Segmented Caisson Ring — summary drawing
MMC-DWG-004-02 · Rev A

Segmented Caisson Ring

The packer drives the segments out against the bore wall: radial force becomes axial restraint.

MMC-DWG-004-03 Castellated Caisson Ring — summary drawing
MMC-DWG-004-03 · Rev B

Castellated Caisson Ring

Teeth on both faces lock ring to ring like a dog clutch, so the stack can be turned to break skin friction.

MMC-DWG-004-04 Flush Caisson Ring — summary drawing
MMC-DWG-004-04 · Rev B

Flush Caisson Ring

Flat faces located male to female, no teeth: for simple installs where the stack is not turned.

Summary sheets, not construction drawings.

Each sheet shows what a part is and how it works, with only the figures needed to read it. Where a figure is indicative rather than set, the sheet says so. The engineering behind each sheet is in the memos and patents.