Casting methods

Casting methods shape concrete and metal components from the first minute of their formation. The way a material is introduced into a formwork or mold, compacted, and post-treated determines microstructure, strength, crack tendency, and separation lines. This knowledge is crucial for planning, maintenance, and especially for deconstruction: it influences the selection and procedure when deploying concrete pulverizer, hydraulic rock and concrete splitters, steel shears, combination shears, multi cutters, tank cutter, and the associated appropriate hydraulic power units from Darda GmbH. Those who understand casting method fundamentals can anticipate material behavior, structure demolition steps more safely, and purposefully control the loading of tools and structural members.

Definition: What is meant by casting method

A casting method is understood to be the production of components by introducing liquid or plastic materials—typically metal or fresh concrete—into molds or formwork, where they solidify or set and then obtain their final shape. This includes casting of cast-in-place concrete into formwork, the production of precast concrete elements, as well as metal casting methods such as sand casting, permanent mold casting, die casting, investment casting, or continuous/centrifugal casting. The process steps include preparing the mold, introducing the material, compaction, controlling cooling or hydration, and post-treatment. The structure and quality of the resulting component depend significantly on mix composition, temperature control, moisture, compaction intensity, and the geometry of the mold.

Types of casting methods and their specific features

Casting methods are divided into different categories depending on material and forming technique, which are decisive for production, service life, and later deconstruction.

Concrete-related methods

• Cast-in-place concrete: Direct placement into the formwork on site; quality depends on placement speed, compaction (vibration), temperature, and curing.
• Self-compacting concrete (SCC): Flows into the form without vibration; delivers dense surfaces but is sensitive to segregation.
• Precast production: Series production in molds under controlled conditions; often higher dimensional accuracy and targeted prestressing.
• Slip formwork and climbing formwork: Continuous or sectional construction of tall components; joint locations and pour steps are relevant for later separation cuts.

Metal casting methods

• Sand casting: Universal for complex geometries; typically coarser microstructure, wall thicknesses vary.
• Permanent mold casting: Permanent (metal) molds; rapid cooling, finer microstructure, good surfaces.
• Die casting: Pressed into the mold under pressure; high dimensional accuracy, thin-walled parts, potential porosity.
• Investment casting: Very precise; suitable for intricate contours.
• Continuous/centrifugal casting: Semifinished products or rotationally symmetric components; direction-dependent microstructure.

The casting method defines porosity, microstructural homogeneity, joints, inclusions, and local weak points—central information for planning concrete demolition and special deconstruction, strip-out and cutting, as well as the use of steel shears, combination shears, multi cutters, and tank cutter.

Casting concrete: influencing factors, defect patterns, and consequences for deconstruction

During concreting, typical structures and potential defects arise from mixing, transport, placement, and curing. These influence fracture patterns, splitability, and the grip behavior of the concrete pulverizer.

Key influencing factors

• Consistency (slump flow/stiffness): More flowable concrete fills well but increases segregation risks.
• Compaction: Proper vibration minimizes voids; over-vibration promotes aggregate segregation.
• Formwork: Geometry, tie locations, and surface quality mark later separation lines.
• Reinforcement: Bar density and cover influence gripping and crushing with the concrete pulverizer.
• Curing: Moisture and temperature govern hydration; drying too quickly increases crack tendency.

Typical defect patterns

• Honeycombing and voids: Local weaknesses that favor splitting with stone and concrete splitters.
• Formwork skin imprints: Indications of layer boundaries and potential crack paths.
• Cold joints/construction joints: Different adhesion between placement sections; predestined separation planes.
• Edge spalling: Especially with low cover; relevant for the starting point of the concrete pulverizer.

Implications for tool selection

Homogeneous, densely compacted concrete with high compressive strength demands higher splitting forces and robust jaw geometries. Areas with construction joints or honeycombing can be targeted with stone and concrete splitters to achieve controlled fracture patterns. The concrete pulverizer grips at edges, widenings, and openings where reinforcement in combination with the casting signature supports crack guidance.

Metal casting in structures and plants: properties and separation behavior

Cast metals are found in machine foundations, bearing blocks, fittings, housings, connection pieces, or massive cast parts in industrial buildings. Casting microstructure and wall thickness control behavior under shear and cutting loads.

Material aspects

• Gray cast iron (lamellar graphite structure): Brittle fracture behavior, prone to brittle cracks.
• Ductile iron (GJS): Tougher, higher ductility, better energy absorption.
• Cast steel: High strength, varies with heat treatment.

Implications for cutting and shearing

• Brittle fracture in gray cast iron can be exploited with precise starting cuts; steel shears and combination shears benefit from clear separation edges.
• Ductile behavior requires higher cutting forces and stable blade geometries; multi cutters proceed in predictable sequences.
• Porosity and shrinkage cavities act as crack initiation points; the cutting sequence should target these zones.

For thick-walled housings and reinforced areas, matching pressure and flow rate of the hydraulic power pack to the expected microstructural strength is essential to load tools in a controlled manner.

Pour sections, construction joints, and formwork: orientation points for deconstruction

In cast-in-place concrete, tie patterns, construction joints, and climbing formwork steps mark potential separation lines. These structural features can be used as cutting and splitting corridors to proceed in a targeted and material-conserving way.

Practical tips for investigation

1. Read component surfaces: identify formwork joints, imprints, and tie cone marks.
2. Trace joint paths: note changes in surface color and sound when tapping.
3. Respect load paths: identify structural systems and plan temporary shoring.

This preparation facilitates starting with stone and concrete splitters and the optimal positioning of the concrete pulverizer.

Understanding material behavior: porosity, microstructure, and crack propagation

Cracks generally follow energy-minimizing paths: joints, pore bands, shrinkage nests, and microstructural boundaries reduce the required fracture energy input. Splitting forces then act more efficiently. Targeted pre-drilling followed by controlled spreading with stone splitters can initiate and guide fracture surfaces along these paths.

Influence of member thickness

Thick sections cool or hydrate more slowly. This leads to gradients in microstructure and locally different stress states. Strategies for cutting with steel shears and crushing with the concrete pulverizer should account for these gradients to avoid uncontrolled spalling.

Curing and aging: impacts on demolition and cutting

Concrete ages due to hydration progress, concrete carbonation, and moisture cycles. With increasing age, density and brittleness rise while ductile behavior decreases. For deconstruction this means higher peak loads but cleaner fracture surfaces. In metal castings, corrosion and thermal loads alter residual load-bearing capacity, which influences cutting sequence and shoring.

Special concretes

• High-performance concrete (HPC)/UHPC: Very dense matrix, requires high splitting forces and precise starting points.
• Lightweight concrete: Lower density, often more sensitive to local point loads—meter in approach forces.
• Fiber-reinforced concrete: Fibers bridge cracks; plan cutting and splitting to control fiber tensile forces.

Hydraulic power pack and tool tuning to the casting signature

The performance characteristics of the hydraulic power pack should be matched to material condition and cross-section. Flow and pressure levels are selected to enable continuous tool movements without peak loads. With a heterogeneous casting signature (e.g., joints, pore bands) a staged approach with controlled force increase is recommended.

Practical guidelines

• Advance in stages: first weaker zones (joints/honeycombing), then load-bearing cores.
• Plan tool changes early: from concrete pulverizer to stone and concrete splitters when defined fracture surfaces are needed.
• Clean cut edges: remove broken ridges to safely apply follow-on tools.

Procedures with concrete pulverizer and stone and concrete splitters depending on the casting method

Cast-in-place concrete with construction joints

1. Identify joint locations and temporarily relieve them.
2. Start with the concrete pulverizer at edges and joints, expose reinforcement.
3. Drill splitting holes along the joint and insert stone splitters to separate in a controlled manner.

Precast element with dense surface

1. Identify bearings and connections.
2. Create defined crack lines with stone and concrete splitters.
3. Use the concrete pulverizer to grasp larger segments, cut reinforcement.

Concrete with fiber or UHPC content

1. Pre-drill in tight grids; deliberately weaken fibers.
2. Increase splitting forces moderately, monitor fracture progress.
3. Keep sections small to limit energy input.

Cutting and shearing metallic cast parts

Depending on the microstructure, cast components fail in a brittle or ductile manner. Cutting sequence and blade geometry should be aligned with this behavior.

Recommendations

• Brittle castings: make clear, short starting cuts with steel shears, control propagation.
• More ductile cast materials: longer shear paths, higher force, use stable counter-supports.
• Casting seams and feeder residues: use as starting points as they are often lower in strength.

For tanks and thick-walled components: measure wall thicknesses, account for internal media, and, if necessary, establish a safe opening strategy with a tank cutter.

Fields of application: from strip-out to special deconstruction

In strip-out and cutting, precast elements, service shafts, and cast fittings dominate—concrete pulverizer, multi cutters, and combination shears benefit from reproducible material transitions. In concrete demolition and special deconstruction, monolithic cast-in-place members with construction joints meet varying reinforcement ratios, favoring the sequential interplay of stone and concrete splitters and the concrete pulverizer. In rock excavation and tunnel construction, casting methods are indirectly relevant: anchor heads, base slab concrete, and linings follow definable joint patterns. In natural stone extraction, splitting along natural joints replaces the casting concept, yet understanding crack paths still helps position stone splitters optimally. Special-operation scenarios require careful analysis of microstructure and wall thicknesses, particularly for cast metal components.

Investigation and documentation: leveraging information from the casting process

A structured investigation provides the basis for safe and efficient steps.

Procedure

1. Review documentation: concrete pour records, precast batches, and information on the casting method.
2. Visual inspection: joints, pores, color differences, formwork impressions, feeder residues.
3. Simple tests: rebound hammer, tapping, pilot drillings to detect voids.
4. Planning: starting points, sequence, tool changes, hydraulic parameters.

Safety and general legal notes

Work on cast components requires precautions against uncontrolled fractures, rebound, and spalling. Do not overestimate residual capacity, especially with corroded reinforcement or aged cast parts. Shoring, protection zones, and coordinated communication channels are essential. Legal requirements for occupational safety, emissions control, and disposal vary by region and project; they should always be reviewed for currency and implemented project-specifically, without deriving an individual case assessment from this.