ZSJH
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ZSJH supplies Custom Base Plates for Steel Building Columns as finished fabricated plates for industrial buildings, warehouses and extensions. Column footprint, anchor locations, leveling details and foundation drawings are coordinated before drilling or welding. Approved parts may include profiled edges, drilled or slotted holes, stiffeners and specified protective finish. Cutting-only blanks are a separately defined CNC service.
Item | Specification |
Plate size | Length A × width B × thickness t, in mm; datum and orientation identified. |
Anchor holes | Hole count, diameter, pitch, edge distances and approved slots where specified. |
Contact details | Column footprint, weld lines, grout or vent openings where designed, and bearing-face requirements. |
Material | Q235B or Q355B options; other specified grades subject to review. |
Thickness entry | A drawing entry such as A × B × 20 mm illustrates dimension notation only. Thickness follows the engineered column-base connection. |
Anchor-bolt position and plate orientation must use a common datum with the foundation drawings. Hole clearance and slots are design requirements; enlarging a hole is not a routine substitute for correcting a mismatch. Provide the approved anchor layout and identify any as-built changes before plate manufacture. Anchor rods, nuts, washers, templates and grout are separate items unless listed in the quotation.
4 Loose plate or welded base assembly
Item | Specification |
Finished loose plate | Contour, holes, deburring and specified edge or face preparation; delivered for subsequent assembly. |
Plate with stiffeners | Rib geometry, positions, weld sizes and inspection specified on the approved drawing. |
Column-base assembly | Column attachment and weld details reviewed as an assembly; column fabrication and related inspection included only by agreement. |
Cutting and hole-making are selected for the thickness, edge quality and required tolerances. Confirm any drilled holes, machined bearing faces or bevels separately. Inspect overall size, thickness identification, hole pattern, flatness and edge condition. Where ribs or a column are welded, agree the WPS, welding code and weld inspection plan; AWS D1.1/D1.1M can be requested where appropriate. A loose unwelded plate does not require a fabricated-weld inspection package.
Confirm paint, galvanizing or uncoated delivery for subsequent welding. Mask or leave contact and weld areas as specified; do not assume every bearing surface is painted. For galvanizing, agree coating requirements and dimensional effects on holes. Batch labels connect finished plates to column marks and packing lists, with face protection where required.
Can a base plate use the building span as its size?
No; plate geometry and thickness follow the column reaction, anchor arrangement and engineered connection. Can material grades be exchanged?
Only with approval.
Can manufacturing start from a sketch?
The dimensions, tolerances and connection details must first be resolved and approved.
Send plate drawings/BOM, anchor layout, grade, thickness, hole and edge requirements, quantity, any welded attachments, inspection, finish and destination. ZSJH can assist with structural design and detailing if the connection information is incomplete.