Almost anything is possible
Drilling systems
In the last five decades, KLEMM Bohrtechnik has decisively contributed to the development of the drilling systems that are currently available on the market. As a result, the company has a product range that covers almost all drilling applications. The listing shows what is possible.
possible | typical | |
|---|---|---|
Excavation pit securing with grouted anchor | ⚪ | |
Buoyancy securing by grouted piles | ⚪ | |
Slope stabilization by grouted anchors | ⚪ | |
Slope stabilization by grouted piles | ⚪ | |
Foundations by grouted piles | ⚪ | |
Ground stabilisation with dry granulate displacement columns (CSV method) | ⚫ | |
Detection bores for unexploded ordnance | ⚪ |
possible | typical | |
|---|---|---|
Excavation pit securing with grouted anchor | ⚪ | |
Buoyancy securing by grouted piles | ⚪ | |
Slope stabilization by grouted anchors | ⚪ | |
Slope stabilization by grouted piles | ⚪ | |
Foundations by grouted piles | ⚪ | |
Cavity filling (e.g. in case of subsidence damage) | ⚫ | |
Drainage bores and groundwater control | ⚪ | |
Detection bores for unexploded ordnance | ⚫ | |
Exploration bores | ⚪ |
possible | typical | |
|---|---|---|
Excavation pit securing with grouted anchor | ⚪ | |
Excavation pit securing with self-drilling anchors | ⚫ | |
Excavation pit securing with screw anchors | ⚫ | |
Buoyancy securing by grouted piles | ⚪ | |
Buoyancy securing by self-drilling anchors | ⚪ | |
Slope stabilization by self-drilling anchors | ⚪ | |
Foundations by grouted piles | ⚪ | |
Foundations by self-drilling anchors | ⚪ | |
Foundations with reinforced in-situ concrete micro-piles | ⚪ | |
Foundations with micro-piles in the soil mixing method | ⚫ | |
Ground stabilisation by freeze bores | ⚪ | |
Ground stabilisation by horizontal compensation grouting (HPI) | ⚪ | |
Cavity filling (e.g. in case of subsidence damage) | ⚫ | |
Ground stabilisation in tunnel construction by shield injections | ⚪ | |
Blast-hole drilling | ⚫ | |
Drainage bores and groundwater control | ⚫ | |
Detection bores for unexploded ordnance | ⚪ |
possible | typical | |
|---|---|---|
Excavation pit securing with grouted anchor | ⚪ | |
Buoyancy securing by grouted piles | ⚪ | |
Slope stabilization by grouted anchors | ⚪ | |
Slope stabilization by grouted piles | ⚪ | |
Foundations by grouted piles | ⚪ | |
Foundations with reinforced in-situ concrete micro-piles | ⚫ | |
Cavity filling (e.g. in case of subsidence damage) | ⚫ | |
Drilling for geothermal heat loops | ⚫ | |
Bores for extinguishing pipes | ⚫ | |
Drainage bores and groundwater control | ⚪ | |
Detection bores for unexploded ordnance | ⚪ |
possible | typical | |
|---|---|---|
Excavation pit securing with grouted anchor | ⚪ | |
Buoyancy securing by grouted piles | ⚪ | |
Slope stabilization by grouted anchors | ⚪ | |
Slope stabilization by grouted piles | ⚪ | |
Foundations by grouted piles | ⚪ | |
Foundations with reinforced in-situ concrete micro-piles | ⚫ | |
Ground stabilisation by freeze bores | ⚪ | |
Ground stabilisation by horizontal compensation grouting | ⚪ | |
Drilling for geothermal heat loops | ⚪ | |
Bores for extinguishing pipes | ⚪ | |
Drainage bores and groundwater control | ⚪ |
possible | typical | |
|---|---|---|
Excavation pit securing with grouted anchor | ⚪ | |
Buoyancy securing by grouted piles | ⚪ | |
Slope stabilization by grouted anchors | ⚫ | |
Slope stabilization by grouted piles | ⚫ | |
Foundations by grouted piles | ⚪ | |
Foundations by casing-reinforced overburden bored piles with rock socketing | ⚫ | |
Blast-hole drilling | ⚫ |
possible | typical | |
|---|---|---|
Excavation pit securing with grouted anchor | ⚫ | |
Excavation pit securing with grouted anchor below groundwater level | ⚫ | |
Excavation pit securing with self-drilling anchors | ⚫ | |
Excavation pit securing with screw anchors | ⚫ | |
Buoyancy securing by grouted piles | ⚫ | |
Buoyancy securing by self-drilling anchors | ⚫ | |
Slope stabilization by grouted anchors | ⚫ | |
Slope stabilization by grouted piles | ⚫ | |
Slope stabilization by self-drilling anchors | ⚫ | |
Foundations by grouted piles | ⚫ | |
Foundations by self-drilling anchors | ⚫ | |
Foundations with reinforced in-situ concrete micro-piles | ⚪ | |
Ground stabilisation by freeze bores | ⚪ | |
Ground stabilisation by horizontal compensation grouting | ⚪ | |
Cavity filling (e.g. in case of subsidence damage) | ⚫ | |
Blast hole drilling | ||
Drainage bores and groundwater control | ⚫ |
possible | typical | |
|---|---|---|
Excavation pit securing with grouted anchor | ⚫ | |
Buoyancy securing by grouted piles | ⚫ | |
Buoyancy securing by grouted piles | ⚫ | |
Slope stabilization by grouted piles | ⚫ | |
Foundations by grouted piles | ⚫ | |
Foundations with reinforced in-situ concrete micro-piles | ⚪ | |
Ground stabilisation by horizontal compensation grouting | ⚪ | |
Cavity filling (e.g. in case of subsidence damage) | ⚪ | |
Drainage bores and groundwater control | ⚫ |
possible | typical | |
|---|---|---|
Excavation pit securing with grouted anchor below groundwater level | ⚪ | |
Buoyancy securing by grouted piles | ⚪ | |
Slope stabilization by grouted anchors | ⚪ | |
Slope stabilization by grouted piles | ⚪ | |
Foundations by grouted piles | ⚪ | |
Foundations with reinforced in-situ concrete micro-piles | ⚫ | |
Ground stabilisation by freeze bores | ⚫ | |
Ground stabilisation by horizontal compensation grouting | ⚫ | |
Cavity filling (e.g. in case of subsidence damage) | ⚫ | |
Drilling for geothermal heat loops | ⚪ | |
Bores for extinguishing pipes | ⚪ | |
Drainage bores and groundwater control | ⚫ |
possible | typical | |
|---|---|---|
Excavation pit securing with grouted anchor | ⚫ | |
Buoyancy securing by grouted piles | ⚪ | |
Slope stabilization by grouted anchors | ⚫ | |
Slope stabilization by grouted piles | ⚫ | |
Foundations by grouted piles | ⚫ | |
Foundations with reinforced in-situ concrete micro-piles | ⚪ | |
Foundations by casing-reinforced overburden bored piles with rock socketing | ⚪ | |
Ground stabilisation by horizontal compensation grouting | ⚪ | |
Cavity filling (e.g. in case of subsidence damage) | ⚪ | |
Drilling for geothermal heat loops | ⚫ | |
Bores for extinguishing pipes | ⚫ |
possible | typical | |
|---|---|---|
Excavation pit securing with grouted anchor | ⚫ | |
Excavation pit securing with grouted anchor below groundwater level | ⚫ | |
Buoyancy securing by grouted piles | ⚫ | |
Slope stabilization by grouted anchors | ⚫ | |
Slope stabilization by grouted piles | ⚫ | |
Foundations by grouted piles | ⚫ | |
Foundations with reinforced in-situ concrete micro-piles | ⚫ | |
Ground stabilisation by freeze boresn | ⚫ | |
Ground stabilisation by horizontal compensation grouting | ⚫ | |
Cavity filling (e.g. in case of subsidence damage) | ⚫ | |
Drainage bores and groundwater control | ⚪ |
possible | typical | |
|---|---|---|
Excavation pit securing with grouted anchor | ⚪ | |
Excavation pit securing with self-drilling anchors | ⚫ | |
Excavation pit securing with screw anchors | ⚪ | |
Buoyancy securing by grouted piles | ⚪ | |
Buoyancy securing by self-drilling anchors | ⚫ | |
Slope stabilization by grouted anchors | ⚪ | |
Slope stabilization by grouted piles | ⚪ | |
Slope stabilization by self-drilling anchors | ⚫ | |
Gründungen durch Verpresspfähle | ⚪ | |
Foundations by grouted piles | ⚫ | |
Foundations with reinforced in-situ concrete micro-piles | ⚪ | |
Foundations with micro-piles in the soil mixing method | ⚪ | |
Ground stabilisation by freeze bores | ⚪ | |
Cavity filling (e.g. in case of subsidence damage) | ⚪ | |
Drainage bores and groundwater control | ⚪ |
possible | typical | |
|---|---|---|
Excavation pit securing with grouted anchor | ⚫ | |
Buoyancy securing by grouted piles | ⚫ | |
Slope stabilization by grouted anchors | ⚫ | |
Slope stabilization by grouted piles | ⚫ | |
Foundations by grouted piles | ⚫ | |
Foundations with reinforced in-situ concrete micro-piles | ⚪ | |
Cavity filling (e.g. in case of subsidence damage) | ⚪ | |
Drainage bores and groundwater control | ⚪ |
possible | typical | |
|---|---|---|
Excavation pit securing with grouted anchor | ⚫ | |
Excavation pit securing with grouted anchor below groundwater level | ⚫ | |
Buoyancy securing by grouted piles | ⚫ | |
Slope stabilization by grouted anchors | ⚫ | |
Hangsicherung durch Verpresspfähle | ⚫ | |
Slope stabilization by grouted piles | ⚫ | |
Foundations by grouted piles | ⚫ | |
Cavity filling (e.g. in case of subsidence damage) | ⚪ | |
Drainage bores and groundwater control | ⚪ |
possible | typical | |
|---|---|---|
Excavation pit securing with grouted anchor | ⚫ | |
Excavation pit securing with grouted anchor below groundwater level | ⚫ | |
Buoyancy securing by grouted piles | ⚫ | |
Slope stabilization by grouted anchors | ⚫ | |
Slope stabilization by grouted piles | ⚫ | |
Foundations by grouted piles | ⚫ | |
Foundations with reinforced in-situ concrete micro-piles | ⚫ | |
Drainage bores and groundwater control | ⚪ |
possible | typical | |
|---|---|---|
Foundations with micro-piles in the soil mixing method | ⚪ | |
Subsoil improvement by horizontal compensation grouting | ⚪ | |
Creation of horizonzal cut-off layers by HPI injection | ⚫ | |
Dam sealing and vertical cut-off walls with HPI | ⚪ | |
Underpinning with HPI | ⚫ | |
Subsoil stabilization in tunneling by umbrella injection | ⚫ |