| 1. Standard wall-mounted angle bracket | Steel angle or formed plate fixed to a concrete or masonry wall; rail is secured with compatible clips or fasteners. | Provides a direct mounting point; shims or approved adjustment features can help correct local spacing and plumb. | Guide rail → rail fastener → bracket → wall anchors → building structure. | Conventional hoistways with a suitable structural wall close to the rail line. | Confirm substrate strength, anchor design, bracket spacing, corrosion protection, and project-specific loads. |
| 2. Slotted adjustable bracket | Bracket with slotted holes or an adjustable connection between the wall plate and rail support. | Offers installation tolerance for setting rail position and correcting variations in the wall or support face. | Loads pass through the bracket plates and fasteners; the connection must be secured against slip after adjustment. | Projects where the structural face is uneven or precise rail positioning requires field adjustment. | Check adjustment range, slot orientation, washer or locking details, and the effect of slots on connection capacity. |
| 3. Cantilever bracket | Projecting support arm fixed to a wall, column, or structural frame. | Positions the rail away from the supporting face; careful setting is needed to control bracket deflection and rail alignment. | Rail forces create bending and shear in the arm, which transfer through the bracket base and anchors to the structure. | Hoistways where the rail line is offset from the available structural support. | Verify projection length, bracket stiffness, anchor-group design, and allowable deflection for the specified loads. |
| 4. Twin-arm or paired-rail bracket | A common support arrangement with two arms or connection points for nearby guide rails, where the system design permits. | Can help maintain a coordinated position between paired rails when both support points are accurately set. | Each rail transfers load through its own fastening point; the shared support must carry the combined effects specified by the design. | Layouts with adjacent rails and a structural support arrangement designed for a shared bracket. | Check rail spacing, combined loading, torsional effects, and whether each rail has the required independent restraint. |
| 5. Embedded-plate bracket | Bracket bolted or welded to a steel plate cast into a concrete wall or other structural element. | Provides a fixed support interface; accurate placement of the embedded plate is important before the structure is completed. | Rail → bracket → embedded plate and its anchors or reinforcement → concrete structure. | New construction where embedded supports can be coordinated with structural work. | Coordinate plate location, weld or bolt details, concrete design, reinforcement, and inspection requirements. |
| 6. Structural-column clamp bracket | Bolted clamp or plate assembly attached to a suitable steel column or frame without relying on a wall face. | Allows rail positioning relative to the column; installation must avoid unintended movement or damage to the supporting member. | Rail forces transfer through the bracket and clamp bolts into the column or frame. | Steel-framed buildings or hoistways where an accessible, verified structural member is available. | Verify member capacity, bolt arrangement, clamp slip resistance, local flange or web effects, and access for tightening. |
| 7. Seismic-restraint bracket | Bracket or restraint assembly designed as part of the project’s seismic support strategy. | Maintains the specified rail restraint and clearances while accommodating movements required by the seismic design. | Transfers defined lateral or other design forces from the rail into the supporting structure through the restraint connection. | Projects subject to seismic requirements or other specified structural movement criteria. | Use project-engineered details; check applicable codes, required movement, clearances, connections, and interaction with the elevator system. |