Ashlar stones are precisely dressed natural stone blocks that have been used for centuries in massive masonry construction—from historic city walls to modern fair-faced masonry. They combine high dimensional stability with durability and allow clear joint patterns. In extraction, processing, setting, maintenance, and selective deconstruction, controlled separating and splitting methods play a central role. In this context, practice frequently employs hydraulic rock and concrete splitters, hydraulic wedge splitter, hydraulic power units as well as—on mixed constructions with concrete—concrete demolition shear, for example in the application areas of natural stone quarrying, rock excavation and tunnel construction, concrete demolition and special demolition, building gutting and cutting as well as special operations.
Definition: What is meant by ashlar stone
Ashlar stone refers to a block made from natural stone (e.g., granite, sandstone, limestone, quartzite) with largely right-angled dressed faces and defined edges. In masonry, ashlars are installed so that bed and head joints are as uniform as possible and loads are transferred in an orderly way into the ground. Depending on the degree of finish, visible faces may be rock-faced, bush-hammered, pointed-axe dressed, or sawn-rough. Ashlar stones form the basis for ashlar masonry, in which the dimensional accuracy of the stones, joint quality, and bond (stretcher, header, corner ashlar) determine durability and appearance.
Manufacture and properties of ashlar stones
Ashlar stones are produced in the quarry by freeing the raw block, followed by splitting, sawing, and manual or machine finishing. Decisive factors include bulk density, compressive strength, water absorption, and resistance to freeze–thaw de-icing salts. For dimensional accuracy, tolerances in length, height, and squareness are critical. A typical production route combines rows of boreholes with controlled hydraulic splitting to release raw blocks precisely along natural joints. This reduces vibrations and protects the existing fabric—an advantage in sensitive environments such as heritage areas or in tunnel works and rock excavation close to inner-city areas.
Extraction and controlled splitting in the quarry
The extraction of ashlar stones requires a planned separation concept that utilizes geological bedding and joints. Hydraulically operated hydraulic splitter (wedge) and hydraulic wedge splitter are used in pre-drilled hole rows and generate defined splitting forces. Coupled with powerful hydraulic power pack, raw blocks can be released from the rock mass with low vibration—an alternative to blasting that reduces noise, dust, and vibration risks.
Typical sequence in the quarry
- Orienting to the rock fabric and defining the block geometry
- Drilling rows of holes along planned separation planes
- Inserting splitting wedges or hydraulic cylinders
- Controlled splitting with gradual pressure build-up
- Sorting and trimming the raw blocks to ashlar formats
Advantages of hydraulic splitting
- Low vibrations and high dimensional accuracy at separation faces
- Reduced crack formation and better yield of usable ashlars
- Suitable for special operations in sensitive zones (e.g., near infrastructure)
Rock types and technical parameters
Sandstone, limestone and shelly limestone, granite, basalt, gneiss, and quartzite are primarily used for ashlar stones. The selection depends on visual requirements, load-bearing behavior, and environmental conditions. Parameters such as compressive and flexural tensile strength, modulus of elasticity, capillary water absorption, and frost resistance influence design, joint selection, and maintenance strategy. In practice, test values are determined by recognized test methods; relevant technical rules and guidelines should be considered project-specifically.
Formats, tolerances, and bonds
Ashlar stones are supplied in coordinated heights (course heights) and lengths to achieve a homogeneous joint pattern. Important terms include bed joint (horizontal), head joint (vertical), stretcher (long stone), header (transverse stones), and corner ashlar.
Planning aspects
- Coordinating course heights with joint mortar and leveling layers
- Choice of bond: stretcher–header, cross bond, irregular bond
- Tolerances for squareness and flatness of bearing surfaces
- Projecting rock-faced bosses and worked visible edges for design
Setting ashlar stones: execution and details
Setting is carried out course by course on a load-bearing, level bed. Clean bed and head joints ensure load transfer and minimize restraint. Hoisting equipment and suitable slinging gear ensure the safe positioning of the massive stones.
Mortar and joints
- Mortar selection according to stone type, strength, and salt exposure (e.g., lime-rich mortars for softer natural stone, tailored systems for harder rocks)
- Fully filled bed joints, carefully executed head joints
- Coordinate joint widths and depths with dimensional accuracy and appearance
Avoid typical execution errors
- Voids in bed joints (reduced load-bearing capacity)
- Incompatible mortars (damage potential due to salt and moisture balance)
- Insufficient bonding at corners and wall ends
Ashlar stone in existing structures: preservation, repair, and deconstruction
In existing buildings, ashlar masonry often interfaces with subsequently added concrete components. During separation and deconstruction work, a selective approach is required to preserve natural stone and remove concrete in a targeted manner.
Selective removal of concrete
- concrete demolition shear are suitable for crushing concrete facings, foundation enlargements, or overlays without unnecessarily stressing the ashlar stone.
- hydraulic demolition shear can engage reinforcement; steel shear cut reinforcing steel and embedded parts.
- hydraulic wedge splitter support controlled separation at contact joints to avoid cracks in the natural stone.
Gentle methods in heritage contexts
- Prefer low-vibration methods; control dust and water management
- Create test axes and sample areas; document findings
- Component-by-component dismantling with adapted tool selection and moderate pressure build-up
Rock excavation, tunnel construction, and natural stone extraction
Where ashlar stones are obtained directly from massive rock, vibration and noise limits are often decisive. Hydraulic splitting with hydraulic wedge splitter and hydraulic power pack limits vibration peaks and allows precise releasing—advantageous near sensitive structures, in tunnel heading, and for special operations under spatial constraints. The method creates smooth separation faces that can be reworked into usable ashlar formats.
Damage patterns and repair
Typical damage mechanisms on ashlar stones include edge spalling, cracks due to restraint, salt exposure, moisture ingress behind the face, and weathering of softer rocks. Repairs combine stone replacement (patching), joint repair, reprofiling, and—if necessary—relief by targeted separation of adjacent concrete components.
Principles of approach
- Root cause analysis (moisture paths, salts, static restraints)
- Select materials compatible mortars and stone repairs
- Selective use of separating tools to protect the substance
Occupational safety, environmental aspects, and permits
During extraction, setting, and deconstruction, dust, noise, and vibrations must be minimized. Water management during cutting or splitting, extraction, and shielding contribute to this. Depending on the project, notification or permitting requirements may apply; specifications on nature and heritage protection, waste separation, and water protection must be observed. Notes are to be understood in general terms and do not replace case-by-case verification.
Quality assurance and documentation
Complete documentation includes rock provenance, test values, dimensional logs, joint and bond plans, as well as evidence of the separating and splitting methods used. For mixed structures of ashlar stone and concrete, the separation strategy must be recorded—especially when concrete demolition shear or hydraulic splitter (wedge) were used in sensitive areas.
Practical guide: from planning to execution
- Material selection and sampling (rock type, surface finish, course heights)
- Define separation and extraction concept with hydraulic splitting
- Plan logistics (lifting points, storage areas, protection against soiling)
- Define setting details (mortar, joints, bond, corner detailing)
- Develop a selective deconstruction strategy for adjacent concrete components
- Integrate occupational safety, environmental, and permitting requirements
- Continuous quality control and record keeping
Ashlar stone and concrete: designing interfaces safely
Where ashlar masonry and concrete components meet, material transitions with differing stiffness and moisture regimes often occur. To avoid restraint and cracking, defined joints, sliding bearings, or decoupling measures should be provided. For subsequent separation, concrete demolition shear have proven effective for removing overlays, and hydraulic splitter (wedge) for precise releasing at contact joints.
Sustainability and reuse
Ashlar stones are durable and often reusable. Selective deconstruction, single-grade separation, and low-damage reduction of adhering concrete support circularity. Hydraulic splitting and targeted size reduction with adapted tools reduce breakage losses and preserve the value of the stones.