Garden · GA-013

Inclined cucumber training panel

Keep short-vined cucumber growth on a sloping removable mesh face with rear access for harvest.

Editorial construction draft. Original digital diagrams; no physical build or load certification. Read dimensions, fit and use limits before making changes. US customary dimensions control; metric values are references.

Before marking and cutting

Use limits

Materials and cuts

PartQtySize to cutMaterial
P01 Side rails248 × 1 1/2 × 1 1/2 in
1219.2 × 38.1 × 38.1 mm
2 × 2 in board sound untreated wood
P02 End rails230 × 1 1/2 × 3/4 in
762 × 38.1 × 19.05 mm
1 × 2 in board sound untreated cedar or other durable untreated wood; no unknown salvage
P03 Mesh panel148 × 30 × 1/25 in
1219.2 × 762 × 1.02 mm
galvanized hardware cloth 1/4 in grid, about 19 gauge; all cut edges trapped under battens; soil contact only
P04 Mesh cover battens248 × 1 1/2 × 3/4 in
1219.2 × 38.1 × 19.05 mm
1 × 2 in board sound untreated cedar or other durable untreated wood; no unknown salvage

Hardware and consumables

Tools

Assembly

GA-013 dimensioned assembly
  1. Plan the inclined cucumber training panel for this result: Keep short-vined cucumber growth on a sloping removable mesh face with rear access for harvest. Confirm the design reference before cutting: Mesh edges all covered; frame outside 30 × 48 in (762 × 1219.2 mm). In the drawings x runs left to right, y runs front to rear and z runs upward.
  2. Verify the required stock before laying out these parts: 1 × 2 in board: actual 0.75 × 1.5 in (19.05 × 38.1 mm); 2 × 2 in board: actual 1.5 × 1.5 in (38.1 × 38.1 mm); galvanized hardware cloth: 1/4 in grid, about 19 gauge; all cut edges trapped under battens; soil contact only. Reject split or twisted wood and unknown salvage; thinner stock requires recalculating the joints, not simply using the listed lengths.
  3. Cut and label the finished parts: 2 Side rails 48 × 1.5 × 1.5 in (1219.2 × 38.1 × 38.1 mm), mark P01; 2 End rails 30 × 1.5 × 0.75 in (762 × 38.1 × 19.05 mm), mark P02; 1 Mesh panel 48 × 30 × 0.04 in (1219.2 × 762 × 1.02 mm), mark P03; 2 Mesh cover battens 48 × 1.5 × 0.75 in (1219.2 × 38.1 × 19.05 mm), mark P04. Keep saw kerf outside each finished line. Rip only where the finished width is narrower than the actual stock; use a suitable guide and target ±1/16 in (1.6 mm) for ordinary cuts. Dowel triples mean length × diameter × diameter, not square dowel stock.
  4. Lay the 48 in side rails parallel at 30 in outside width. Place the end rails across their upper faces with ends flush.
  5. Use two 2 in screws at each corner overlap. Pilot first and space screw centers 3/4 in apart along the overlap.
  6. Square the panel; expected outside fabrication diagonals are approximately 56.60 in. Keep diagonal difference within 1/8 in.
GA-013 dimensioned parts or elevation
  1. Lay the 30 × 48 in mesh on the frame. Align all cut edges over wood and keep the first/last grid wires under the cover battens.
  2. Clamp and screw the two side battens with eight 1-1/4 in screws each, from 1 in off the ends at roughly 6-1/2 in spacing. Cap the front and rear cut wires with compatible U-channel.
  3. Locate two independent rear supports so the panel can lean at 45 degrees with its lower edge on firm ground. At 45 degrees the 48 in face has about 33.9 in horizontal run and rise.
  4. Attach the rear corners with removable pins through compatible brackets selected for the supports; tie the lower corners against sliding. Do not put posts through utilities or assume any embedment rating.
  5. Check rear harvest access before training plants. Remove the panel for storms or winter when the anchorage cannot be verified; do not walk beneath a loose panel.
  6. Complete the acceptance checks below before putting the assembly into service. Record any changed stock thickness, fastener or equipment fit on the project sheet. The published geometry has not been physically built or load-tested.

Checks

Operation

Cleaning and maintenance

Primary context

These sources inform the context and do not endorse the original construction design.