A system and method for anchoring a traffic barrier to a road is disclosed. The traffic barrier has a footer and a wall extending inward and upward from the footer to a top surface. Anchor recesses intersect the footer. A footer port extends through the footer beneath the anchor recess. An insert having a head portion and probe is positioned in the anchor recess and footer port. An insert port extends through the head portion and probe in angular relation to the longitudinal centerline of the barrier. The insert port aligns a drill for drilling a subsurface hole at a predetermined angle extending beneath the traffic barrier. Epoxy is inserted into the hole and a threaded rod is inserted through the insert port to be adhered to the road by the epoxy. A threaded fastener is connected to the threaded rod above the insert.

A system and method for anchoring a traffic barrier to a road is disclosed. The traffic barrier has a footer and a wall extending inward and upward from the footer to a top surface. Anchor recesses intersect the footer. A footer port extends through the footer beneath the anchor recess. An insert having a head portion and probe is positioned in the anchor recess and footer port. An insert port extends through the head portion and probe in angular relation to the longitudinal centerline of the barrier. The insert port aligns a drill for drilling a subsurface hole at a predetermined angle extending beneath the traffic barrier. Epoxy is inserted into the hole and a threaded rod is inserted through the insert port to be adhered to the road by the epoxy. A threaded fastener is connected to the threaded rod above the insert.

Various examples are provided related to mobile segmental rail foundation systems, and their assembly, deployment and use. In one example, among others, a mobile rail foundation system includes a segmental rail foundation including a plurality of anchor assemblies and at least one sectional spacer rail assembly configured to detachably attach adjacent anchor assemblies to form the segmental rail foundation. The anchor assemblies can be coupled to soil anchor assemblies and/or hold down assemblies to secure the segmental rail foundation in position. The soil anchor assemblies can include helical pile soil anchor assemblies and the hold down assemblies can include forked hold down plate or brackets secured by anchor bolts.

A dry grout composition including a calcium aluminosulfate based hydraulic cement, a mineral filler, a thixotropic agent, and a superplasticizer agent. Also, an anchoring capsule, containing the dry grout composition, for use in anchoring reinforcing member dowel, or anchor elements in a hole of a substrate, and a method of use.

The present invention relates to a rock anchor foundation structure suitable for a mountain photovoltaic module and a construction method of the rock anchor foundation structure. A technical solution of the present invention is as follows: the rock anchor foundation structure comprises a drill hole drilled in a rock slope, an anchor rod module arranged in the drill hole and a photovoltaic power station module. The photovoltaic power station module is connected with the anchor rod module through a hollow connecting steel pipe; the photovoltaic power station module comprises a bracket welded on the top of the hollow connecting steel pipe, a beam mutually hinged with the top of the bracket and a photovoltaic cell panel arranged at the upper part of the beam. The rock anchor foundation structure of the present invention is suitable for the technical fields of around treatment and foundation engineering design.

The present invention relates to a rock anchor foundation structure suitable for a mountain photovoltaic module and a construction method of the rock anchor foundation structure. A technical solution of the present invention is as follows: the rock anchor foundation structure comprises a drill hole drilled in a rock slope, an anchor rod module arranged in the drill hole and a photovoltaic power station module. The photovoltaic power station module is connected with the anchor rod module through a hollow connecting steel pipe; the photovoltaic power station module comprises a bracket welded on the top of the hollow connecting steel pipe, a beam mutually hinged with the top of the bracket and a photovoltaic cell panel arranged at the upper part of the beam. The rock anchor foundation structure of the present invention is suitable for the technical fields of around treatment and foundation engineering design.

The invention relates to a ground anchor with a mounting (1) for a parasol or the like, having a sleeve (8) which is pushed over the mounting (1) and on which stabilizers (9, 10, 11) are mounted that can be folded out in a radial or preferably tangential manner. A ground screw (4) is connected to the mounting (1) on the ground side and opposite the object to be supported, for example the parasol. A driver, such as a projection section, a shoulder, or a nut (12) which can be screwed onto the mounting for example, drives the sleeve (8) during the screw-in process and expands the stabilizers (9, 10, 11) against the ground. The mounting (1) can be angled relative to the ground screw (4) by 90 and thus forms a lever for rotating the ground screw (4). The stabilizers (9, 10, 11) can be pivoted onwards in a tangential manner selectively clockwise as well as counterclockwise to a limited degree as a result of stops (14, 15).

The present invention relates to an erosion control apparatus and methods of using and installing the apparatus. The apparatus is constructed to prevent erosion of soil during typical weather or tidal conditions and adverse weather events. The apparatus can include a plurality of anchored rolls and soil lifts operative to stabilize the shoreline.

The present invention relates to an erosion control apparatus and methods of using and installing the apparatus. The apparatus is constructed to prevent erosion of soil during typical weather or tidal conditions and adverse weather events. The apparatus can include a plurality of anchored rolls and soil lifts operative to stabilize the shoreline.

Fixed-tilt solar arrays constructed from screw anchors. A row of truss foundation is installed, with each foundation consisting of a pair of adjacent angled truss legs. A truss cap or adapter joins the legs and provides a support structure to support a rail that in turn supports purlins extending between adjacent, spaced apart truss foundations. Solar panels are attached directly to the purlins using clamps or other conventional mounting systems.