Opening Width in Demolition & Splitting Tools

The opening width is a central measure in demolition and separation technology. It describes how far the jaws, blades, or spreading elements of a tool can open at most. This dimension determines which component thicknesses, profile cross-sections, or rock bodies can be safely gripped, cut, or split. In practice, the opening width influences the selection and use of concrete demolition shears, combination shears, multi cutters, steel shears, tank cutters, as well as stone and concrete splitting devices and stone splitting cylinders—across the application areas of concrete demolition and special deconstruction, strip-out and cutting, rock excavation and tunnel construction, natural stone extraction, and special operations.

Definition: What is meant by opening width

Opening width is understood to be the maximum distance between the acting cutting or gripping edges, or between the wedge surfaces of a tool in the fully opened state. In tong-like tools (e.g., concrete demolition shears, combination shears, steel shears, multi cutters, tank cutters) this is the largest jaw opening, i.e., the mouth opening between the opposing jaws. In stone and concrete splitting devices as well as stone splitting cylinders, the opening width denotes the insertion or spreading width needed to insert wedges or spreading elements into boreholes or joints and to achieve the desired splitting travel. Synonyms such as jaw opening, gripping range, or nominal opening are frequently used in the field but always refer to the maximum geometric width of the effective working range.

Significance of the opening width in planning and execution

The opening width is more than a geometric parameter: It determines whether a tool can receive the structure to be processed at all and how safely the operation can be carried out. With concrete demolition shears, the jaw opening determines whether complete wall or slab thicknesses including reinforcement protrusions can be grasped and broken. With stone and concrete splitting devices, the insertion width of wedges and the resulting spreading width influence whether the desired split crack in massive concrete or rock is reliably initiated. An opening width that is too small leads to incomplete gripping, slipping, or edge crushing; an oversized opening width can make the working area unwieldy, extend cycle times, or impair accessibility in confined environments (e.g., during strip-out). In all cases, the opening width acts together with cutting or splitting force, jaw and wedge geometry, and the component geometry.

Technical relationships: opening width, cutting capacity, and geometry

The opening width alone does not determine what a tool can accomplish. For a precise understanding, several parameters must be considered:

Cutting or splitting force: Only the interaction of opening width and available force determines which cross-sections (reinforced concrete, sections, sheets, pipes) are manageable.
Jaw/blade geometry: The shape of tips, blade length, gripping profile, and the effective depth (throat depth) influence how far components can enter the jaws and how the force path is introduced into the cross-section.
Free throat depth and edge clearance: Besides the maximum mouth opening, it is crucial how deeply a component fits between the jaws without abutting—important for thick plates, ribs, flanges, and beams.
Splitting travel in splitting devices: In stone splitting cylinders, the achievable splitting travel is decisive. It must match the opening width of the wedges and the borehole geometry to create a clean crack path.

In practice, an adequate opening width is necessary, but only the coherent combination of these parameters leads to controlled cuts, fracture lines, and splitting results with minimal rework and risk potential.

Measurement and specification of the opening width

The opening width is usually stated as the maximum distance of the opposing effective edges in the open state. Depending on the tool type, this can vary (e.g., tip-to-tip for toothed jaws, blade-to-blade for shears, wedge tip-to-wedge tip for splitting systems). For repeatable results, a uniform procedure is recommended:

Depressurize the tool and open it fully.
Define measuring points (e.g., foremost cutting edges, load-bearing tooth tips, wedge tips).
Use suitable gauges or measuring tools (steel rule, caliper) to determine the greatest free distance.
For non-uniform jaws, measure at multiple points and document the smallest effective maximum distance.
Consider wear: Worn cutting edges change the effective opening width and thus the real intake capacity.

Technical data sheets may additionally list minimum opening, effective gripping range, and throat depth. These values complement the opening width and make selection easier for specific components.

Application areas and typical requirements

Concrete demolition and special deconstruction

For concrete demolition shears, the required opening width is based on component thickness, reinforcement ratio, and edge distance. To grip slab panels or wall plates, the jaw opening must accommodate the entire material thickness including allowances for breakout and cover. An opening width that is too small leads to slipping or uncontrolled spalling; a sensible reserve facilitates engagement in reinforcement-proximate zones and reduces re-gripping operations.

Strip-out and cutting

Multi cutters, combination shears, and steel shears require an opening width suited to the section geometry. For pipes and tanks, the jaw opening determines which diameters can be clamped or cut. Tank cutters benefit from an opening width that securely captures the component radius without losing support points. When cutting sections (HEA/HEB, U-/L-sections), in addition to the pure opening, the throat depth plays a role in reaching the web and ensuring stable cut lines.

Rock excavation and tunnel construction

Stone and concrete splitting devices as well as stone splitting cylinders implement opening width in the form of wedge and spreading geometries. Decisive factors are borehole diameter, borehole depth, and available splitting travel. The wedges must fit into the borehole with sufficient insertion width, while the resulting spreading width reliably initiates the crack path in rock or concrete. A coherent combination of opening width and splitting travel enables controlled separations with minimal vibration—important in tunnel construction and sensitive structures.

Natural stone extraction

In natural stone extraction, the desired block size depends on the placement of boreholes and the effective spreading width. Constant opening widths at all splitting points create uniform crack fronts and improve block quality. Openings that are too small lead to incomplete cracks, while excessively large ones lead to unguided fracture paths.

Special operations

When working in potentially explosive atmospheres or in very confined spaces, a measured opening width is essential to engage in a controlled manner and avoid unintended contact points. Tank cutters and special shears benefit from an opening that securely grips the component while still providing sufficient edge clearance for precise, low-spark separation cuts.

Distinction: opening width, stroke, throat depth, and cutting depth

The terms sound similar but denote different properties:

Opening width: Maximum mouth opening or spreading width of the tool.
Stroke: Travel of the jaws or wedges between closed and open; influences speed and cycle times.
Throat depth (immersion depth): Distance from the front jaw edge to the rear abutment; determines how deeply components can be received.
Cutting depth: Effective engagement of the blades into the cross-section; depends on geometry, throat depth, and opening width.

For reliable deployment decisions, these parameters must be considered together.

Selection criteria and practical guide

The following steps have proven effective when selecting a suitable opening width:

Assess the component: maximum thickness/diameter, section shape, existing reinforcement or inserts.
Check accessibility: edge distances, obstacles, available space, approach direction.
Define the tool group: concrete demolition shear, combination shear, steel shear, multi cutter, tank cutter, or stone and concrete splitting device/stone splitting cylinder.
Choose opening width with reserve: component thickness plus a safety allowance for irregular edges, coatings, and breakout.
Align throat depth and geometry: Is the immersion depth sufficient to reach the load-bearing regions?
Ensure force and power unit matching: Hydraulic pressure and flow rate must match the planned opening width and stroke to achieve reasonable cycle times.
Factor in wear: Worn blades reduce the effective opening width—regular inspection helps maintain capacity.

For concrete demolition shears in massive components, an opening width is recommended that covers the entire component thickness plus a moderate reserve to compensate for engagement errors. For stone and concrete splitting devices, the fit of wedge opening, borehole geometry, and splitting travel is decisive to obtain reproducible crack patterns.

Impact on productivity, wear, and quality

An opening width matched to the application increases productivity through fewer re-grips and shorter cycles. Openings that are too small force additional approaches and increase the load on jaw tips and blades—wear rises. Openings that are too large may guide the component less effectively, leading to skewed cuts, uneven fracture lines, or distortion. In rock processing, a suitable opening width influences crack initiation: A harmonious force build-up along the planned split line produces smoother fracture surfaces and reduces rework.

Safety and occupational safety aspects

The opening width has safety-relevant effects: Insufficient mouth openings favor slipping, jamming, or the uncontrolled ejection of workpieces. It is advisable to process only components that lie within the specified gripping or splitting range and are guided with sufficient surface contact. Moving jaws and wedges pose crushing hazards—keep hands and body parts away. Protective distances, stable bearing surfaces, and a calm, controlled approach minimize risks. Manufacturer specifications and applicable regulations must be observed; legal requirements can vary by project and region.

Illustrative sizing

For a wall thickness of 200 mm, the opening width of a concrete demolition shear should safely exceed 200 mm, plus a moderate reserve to accommodate unevenness and reinforcement protrusions. When cutting a pipe with an outer diameter of 150 mm, a shear requires a jaw opening that securely grips the diameter; ovality, coatings, and corrosion layers must be taken into account. For stone and concrete splitting devices, wedge opening is governed by borehole diameter; the effective splitting travel must be large enough to drive the crack fully through the cross-section.

Avoiding typical mistakes

Selecting the opening width exactly to the nominal size of the component without reserve for tolerances and damage.
Focusing only on mouth opening and neglecting throat depth/geometry of jaws or wedges.
Mismatching hydraulic power units: insufficient flow rate prolongs cycles despite large opening width.
Ignoring blade wear: shrinking effective opening width and rising clamping pressure lead to rough, unstable cuts.
Engaging at maximum opening in confined structures: higher risk of edge contact and slipping.

Maintenance and inspection in relation to opening width

Regular inspections preserve the specified opening width and thus functional safety. These include checking bearing points and pins for play, inspecting jaws and blades for wear, and measuring the maximum mouth opening in the depressurized state. In stone splitting systems, wedge surfaces and spreading elements should be checked for burr formation; smooth, clean wedge surfaces ensure reproducible splitting results. Proper reconditioning or replacement of wear parts helps maintain the required opening width and the long-term quality of cutting and splitting.