The method of installing the mastic footprint may be used as a repair or in connection with a new installation of the structure. The method produces a mastic footprint that is resistant to infiltration of water, fuel, and salt, including mixtures thereof. The method further produces a mastic footprint that is thermally resistant. In repairs, the mastic footprint of the method provides longevity of use of at least one year and up to 5 years prior to any repair or replacement. In new installations, the mastic footprint provides longevity of use of at least 1 year and up to 15 years prior to any repair or replacement. Finally, the method of installing a mastic footprint does not affect the structural integrity of the adjacent or surrounding surface material, where the adjacent or surrounding surface material does not require repair or replacement sooner than if the method had not been deployed.

The present disclosure relates to a vibro-hammer 1 connected to heavy construction equipment, and more particularly, a vibro-hammer 1 having a side grip in which vibrations are prevented from being transmitted to a connected heavy equipment machine to avoid a problem such as a change in a perforation position, the vibro-hammer 1 is firmly connected to a perforated pile to transmit vibrations generated in a gear box to the perforated pile through the side grip and improve workability, arms are gear-coupled to each other to prevent the arms and the side grip from being released from each other due to frequent vibrations, a pair of arms and the side grip can come into close contact with the perforated pile or separated from the performed pile by a single cylinder, the side grip can be easily replaced according a shape of the perforated pile, and applicability and workability is improved.

The invention relates to a method and a device for producing a foundation element in the ground, wherein a hole is formed in the ground which is filled with a hardenable filling mass in order to form the foundation element. According to the invention provision is made in that prior to the hardening of the filling mass a data carrier is introduced into the hole, on which information on the produced foundation element is stored .

A pile lifting chuck including a chuck housing which is inserted into an inner diameter of a pile and has extension-installing pockets vertically formed at predetermined intervals to face each other in a radial direction. The pile lifting chuck further includes a pair of extensions which are disposed in the pockets and installed to be movable in the radial direction and a chucking cylinder which has one end connected to any one of the extensions and the other end connected to the other one of the extensions and which is configured to, by using a reaction force on the any one of the extensions, move the other one of the extensions to chuck the pile.

A pile lifting chuck including a chuck housing which is inserted into an inner diameter of a pile and has extension-installing pockets vertically formed at predetermined intervals to face each other in a radial direction. The pile lifting chuck further includes a pair of extensions which are disposed in the pockets and installed to be movable in the radial direction and a chucking cylinder which has one end connected to any one of the extensions and the other end connected to the other one of the extensions and which is configured to, by using a reaction force on the any one of the extensions, move the other one of the extensions to chuck the pile.

A wick drain shoe is configured to be connected to a free end of a length of wick drain material and driven by a mandrel of a wick drain insertion system. The wick drain shoe comprises a base portion and an extension portion secured to the base portion to define first and second shoe openings, an anchor portion, and a bearing portion. The wick drain material is connected to the wick drain shoe by inserting the free end through the first and second shoe openings such that the anchor portion and bearing portion engage the wick drain material when the wick drain material is under tension. The base portion is sized and dimensioned to engage the mandrel such that displacement of the mandrel in a first direction causes displacement of the wick drain shoe in the first direction.

A wick drain shoe is configured to be connected to a free end of a length of wick drain material and driven by a mandrel of a wick drain insertion system. The wick drain shoe comprises a base portion and an extension portion secured to the base portion to define first and second shoe openings, an anchor portion, and a bearing portion. The wick drain material is connected to the wick drain shoe by inserting the free end through the first and second shoe openings such that the anchor portion and bearing portion engage the wick drain material when the wick drain material is under tension. The base portion is sized and dimensioned to engage the mandrel such that displacement of the mandrel in a first direction causes displacement of the wick drain shoe in the first direction.

The present invention relates to a device for pushing four piles into the ground or into a seabed in a square configuration or in a diamond configuration, the device comprising: —a bridge assembly which defines a first, second, third and fourth connecting location arranged in a square or diamond configuration, —four connection assemblies via which in use each of the four piles is connected to the bridge assembly, wherein each pile connection assembly comprises: —an actuator comprising an upper actuator part and a lower actuator part, wherein the actuator is configured to extend, —a pile connector connected to the lower actuator part, —a control device configured for alternately letting each of the actuators extend, and configured for letting the pile which is pushed into the ground or seabed receive a greater force than the opposite pile of the square or diamond configuration, wherein the exerted push force is transferred into the bridge assembly and transferred at least partially from the bridge assembly as a tension force and a bending moment into the two adjoining piles via the two adjoining pile connection assemblies.

A shock absorbing apparatus (suppressor) for a vibratory pile driver includes three suppressor sections, including a first section adapted and arranged to absorb a load up to a selected amount. A second suppressor section is adapted to absorb a load above the first shock-absorbing section, with a third suppressor system providing a transition between first and second suppressor action as load increases.

The dampening assembly includes upper and lower members connecting respectively, to a crane and a vibratory pile driver. The dampening assembly includes inner and outer housing members, the inner housing member connected to the outer housing member. The lower member is connected to an inner assembly of the dampening assembly. The inner housing member is connected to the outer housing member. Connected between the inner assembly and the inner housing member are opposing elastomer shock absorbing elements which stretch to varying extents depending upon the weight applied to the vibratory pile driver.