Anchoring device
阅读：610发布：2022-01-08
专利汇可以提供Anchoring device专利检索，专利查询，专利分析的服务。并且A compression and tension load carrying ground or earth anchor having an elongated tubular pile member with tapered helical vanes therearound, a head plate at its upper end thereof, a cup slidable therein, tentacles depending from the cup, and tentacle bending orifices formed in the side wall. The vanes act as screw threads or plow shares when the pile member is driven in the ground, the head plate compacts the underlying earth and seals off any leakage path formed by the pile member or vanes, and the cup is forced downwardly in the pile member to extrude the tentacles through the bending orifices to form anchoring roots at one or more levels. The tentacles have barbed pointed ends fitting flush in the bending orifices. The tentacles may be tubular with orifices downstream from their pointed ends, orifices may be formed in the pile member and through the vanes and concrete may be pumped through the pile member and tentacles to flow through the orifices and form a bed of concrete around the anchor.，下面是Anchoring device专利的具体信息内容。
1. A ground anchor comprising a tubular pile member adapted to be driven into the ground, a tentacle unit slidable in the pile member having an open top cup and depending hollow tentacle rods, bending orifices in the side wall of the pile member receiving said tentacle rods therethrough and shaped to deform said rods laterally outwardly and axially upwardly from the pile member when the cup is driven toward the leading end of the pile member, screw vane means surrounding a portion of the pile member, a head extending laterally from the pile member adjacent the top end of the pile member, said vane means adapted to thread the pile member into the ground, said head adapted to compress the underlying ground, and said pile member adapted to receive concrete therethrough under pressure for flowing through the cup and hollow tentacle rods to form a concrete bed around the pile member.
2. The anchor of claim 1 wherein the cup has a deformable mouth sealing against the tube when receiving concrete.
3. The anchor of claim 1 wherein a long pair and a short pair of tentacle rods depend from the cup and have leading ends fitting in the orifices flush with the outer wall of the tubular pile member.
4. A ground anchor comprising a rigid tube adapted to be driven in the ground, transverse cuts in said tube, the portions of said tube underlying said cuts being deformed into the tube forming downwardly opening holes in the tube defined by the top end edges of the deformed portions and the bottom edges of the cuts, and said deformed portions diverging outwardly and downwardly from the top end edges to the outer wall of the tube forming bending shoes, and tentacle rods in said tube having leading ends projecting through said holes and overlying said bending shoes with outer faces flush with the outer tube wall, said shoes deforming said rods laterally outward of the tube when the rods are forced through the holes.
5. The anchor of claim 4 wherein the leading ends of the tentacle rods are pointed and have trailing barbs engaging the bottom edges of the cuts to prevent retraction of the rods into the tube.
6. An earth anchor comprising a pile member adapted to be driven into the ground, said pile member having a flat head and diametrically opposed laterally extending screw vanes with wide trailing ends supporting the head and narrow leading ends terminating short of the leading end of the pile member, said vanes being twisted to provide about one turn of the pile member as it is driven into the ground up to said head and having a steep pitch to assist the driving of the pile member into the ground with a threading action having a plowshare effect on the earth loading and compacting the soil on the back side of the vanes, tentacle means carried by the pile member in a retracted position during the driving of the pile member into The ground, and means on the pile member effective to deform the tentacle means laterally outward from the pile member when the tentacle means are forced toward the leading end of the pile member, said laterally projected tentacle means locking the vanes against rotation in the ground to provide support for both tension and compression loads on the pile member.
7. An earth anchor comprising a pile member adapted to be driven into the ground, said pile member having a laterally projected head plate on the top end thereof, gusset plates secured to the pile member reinforcing the head plate against deformation and laterally extending screw vane means underlying said head plate and extending around the pile member with a steep pitch to assist the driving of the pile member into the ground with a threading action having a plowshare effect on the earth loading and compacting the soil on the back side of the vane means, tentacle means carried by the pile member in a retracted position during the driving of the pile member into the ground, and means on the pile member effective to deform the tentacle means laterally outwardly from the pile member when the tentacle means are forced toward the leading end of the pile member, said laterally projected tentacle means locking the vanes against rotation in the ground to provide support for both tension and compression loads on the pile member.
8. An earth anchor comprising an elongated tube apertured along the length thereof and adapted to be driven into the ground, laterally extending screw vane means around a portion of the tube having a steep pitch effective to thread the tube into the ground during the driving of the tube with a plowshare effect on the earth loading and compacting the soil on the back side of the vane means, a head on the tube adapted to compact the ground above the screw vane means, tentacle means carried by the tube in a retracted condition that will not interfere with the driving of the tube into the ground and constructed and arranged to be driven toward the leading end of the tube and laterally projected from the tube into the ground thereby locking the screw vane means against rotation and holding the head against the ground to cooperate with the vane means for supporting tension and compression loads on the pile member, and said vane means having apertures adapted to flow concrete from the tube.
9. An earth anchor comprising an elongated pile member adapted to be driven in the ground, laterally extending screw vane means around a portion of the pile member having a steep pitch effective to thread the pile member into the ground during the driving of the pile member with a plowshare effect on the earth loading and compacting the soil on the back side of the vane means, a flat plate head on the pile member adapted to compact the ground above the screw vane means, said screw vane means having wide upper ends secured to the bottom of said plate and tapering therefrom to narrow bottom ends, and tentacle means carried by the pile member in a retracted condition that will not interfere with the driving of the pile member in the ground and constructed and arranged to be driven toward the leading end of the pile member and laterally projected from the pile member into the ground thereby locking the vane means against rotation and holding the head against the ground to cooperate with the vane means for supporting tension and compression loads on the pile member.
10. The anchor of claim 9 where the screw vane means are a pair of diametrically opposed screw vanes and plate reinforcing gusset vanes are provided between said pair of screw vanes and are secured to the pile member and plate.
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