Machinery Weight 55-72t
Max Feeding size(mm) ≤700mm
Hopper Volume(m³) /
A vibrating screen arrives as equipment, but its support arrangement becomes part of a larger structure. Buyers ordering a screening station need a clear boundary between machine information and civil design. A catalogue weight and an overall outline are useful starting points; they are not a complete foundation brief.
Collect vibrating screen foundation data before the civil contractor fixes support positions, reinforcement or access openings. The purpose is to give the responsible structural engineer the information needed to assess the proposed arrangement. It is not to select a universal concrete block size from an equipment photograph or to reuse a foundation from a superficially similar screen.
Start with the model, deck configuration and equipment drawing revision. Include the selected drive arrangement and any supplied supporting frame. For a YK vibrating screen, keep the quotation and the project drawing together so that a later model substitution does not leave the engineer working from an earlier geometry.
Clarify what is included in the machine supply. A screen body, isolating elements, support steel, feed chute and discharge chutes may fall under different scopes. Their weights and attachment details should not disappear between separate quotations. Identify the party responsible for coordinating the complete assembly.
State the process duty used for the equipment selection. Feed characteristics, expected operating inventory and the proposed number of decks help the supplier identify the relevant configuration. Do not assume that shipping weight represents the supported mass during every operating or maintenance condition.
Screen support reactions are useful only when the engineer knows where and how they act. Request a drawing showing support locations, a coordinate system and the direction assigned to each reaction. State the units clearly and connect each load set to the same equipment revision.
Ask the supplier to distinguish static and dynamic information and to define the operating conditions represented. The engineer may need further information about vibration frequency, force direction, phase relationships or operating transitions. Let the equipment supplier and structural designer agree the data format rather than reducing a complex load case to a single unexplained maximum.
If a value is preliminary, mark it accordingly and record when it will be confirmed. A preliminary loading sheet should not quietly become the construction basis after the procurement schedule advances. Use a formal hold point for information that affects structural design.
The foundation design interface includes more than the foundation itself. Confirm the connection between the screen, its isolating elements, any intermediate frame and the supporting structure. Ask which drawing controls the mounting pattern and which party selects the anchorage or connection details.
The structural engineer should assess the information for the actual support structure and site conditions. Do not ask an installation crew to resolve missing dynamic data by adding arbitrary mass or by changing the support stiffness during erection. Refer proposed changes back to the responsible designers.
| Data package item | Question to resolve | Responsible coordination |
|---|---|---|
| Equipment arrangement | Which model and revision are being built? | Buyer and screen supplier |
| Support coordinates | Where do the reactions act? | Supplier and structural engineer |
| Load cases | Which operating states are represented? | Supplier and process team |
| Dynamic information | What does the structural analysis require? | Supplier and structural engineer |
| Mounting details | Which interface and drawing control installation? | Mechanical and civil teams |
| Site conditions | What local ground and structural information applies? | Project civil designer |
Treat this table as a document checklist, not a calculation method. The actual design information depends on the selected equipment and the structure supporting it.
Review the neighbouring equipment on the arrangement drawing. Feed and discharge chutes need a defined relationship to the moving screen. Ask the supplier to specify the intended interfaces and clearances; do not create rigid connections from a static sketch without reviewing the movement involved.
Show maintenance platforms, guarding, walkways and lifting access. Determine which loads belong to the screen frame and which belong to an independent structure. A later platform added for convenience can change the load path or obstruct an intended movement envelope if it has not been coordinated.
Allow access to inspect supports and replace components according to the manufacturer's instructions. Maintenance planning should also consider the space needed to withdraw parts, not only the room required for an operator to stand beside the machine. Put these requirements into the general arrangement before concrete work makes changes difficult.
Set up a simple issue register listing each drawing, load sheet, revision and approval status. Record whether the information is for enquiry, design coordination or construction. A supplier's revised frame layout should trigger review of the associated loading and connection documents.
If the screen changes after civil design begins, ask both parties to identify the impact in writing. Even when overall length is unchanged, support positions or the selected arrangement may differ. Reconfirm the design basis before releasing an affected drawing to site.
Keep an explicit list of unresolved items. Assign an owner and due date to each rather than relying on email history to show who still owes information. A short coordinated review can resolve questions that remain hidden when procurement, mechanical design and civil work use separate document lists.
Ask the manufacturer to define commissioning checks for the actual screen assembly. The project team should know which observations require stopping and obtaining advice. An unexpected condition should be assessed against the approved equipment and structure, not treated as something that a generic adjustment will necessarily solve.
A complete enquiry therefore includes the proposed screen duty, arrangement, support concept and civil design schedule. Request the vibrating screen foundation data as a controlled deliverable with a named approval route. That approach gives the engineer a usable design basis and keeps equipment supply connected to the structure that will carry it.
Machinery Weight 53-62t
Max Feeding size(mm) ≤600mm
Hopper Volume(m³) 80-360t/h
Machinery Weight 55-57t
Max Feeding size(mm) ≤215mm
Hopper Volume(m³) /
Machinery Weight 33-35t
Max Feeding size(mm) 150-400t/h
Hopper Volume(m³) 2.5
Machinery Weight 33t
Max Feeding size(mm) 150-400t/h
Hopper Volume(m³) 7m³
Machinery Weight 54-63t
Max Feeding size(mm) ≤600mm
Hopper Volume(m³) /
Machinery Weight 9.5-75t
Max Feeding size(mm) ≤1000mm
Hopper Volume(m³) 61-1204t/h
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