37results about How to "Reduce the depth of burial" patented technology

The invention discloses a split-type caisson plus pile composite anchorage foundation and a construction method thereof. A plurality of steel beams, a plurality of steel pipe piles laid on the foundation in the shaft of the front caisson and the rear caisson, and anchor bodies fixed on the front caisson and the rear caisson. Both the front caisson and the rear caisson include outer wall panels, partition walls, shafts, roofs, back-sealing concrete, bottom plates and core filling; both the front caissons and the rear caissons are reinforced concrete caissons with steel shells; Anchor chamber, anchor block, front anchor chamber, scatter saddle, scatter saddle beam, scatter saddle pier. The invention reduces the difficulty of caisson construction and the depth of soil penetration, the two caissons are separated by a certain distance, improves the ability to resist bending moment, improves the bearing efficiency of the caisson, effectively improves the horizontal bearing capacity of the caisson, saves the cost, and solves the problem of The problem of anchorage foundation construction of long-span bridges under soft ground conditions in marine deep water environment.

The invention provides a drought geological grounding grid comprising vertical grounding electrodes, horizontal grounding bodies, a grounding lead-out wire and a lightning rod. The drought geological grounding grid also comprises multiple grounding trenches. There are multiple vertical grounding electrodes. There are multiple horizontal grounding bodies. One horizontal grounding body is fixedly arranged in one grounding trench. The multiple vertical grounding electrodes and the multiple horizontal grounding bodies are arranged at the periphery of the lightning rod. The two ends of the horizontal grounding bodies are fixedly connected with the upper ends of the vertical grounding electrodes and connected with the grounding lead-out wire at the position of being close to the lightning rod. The grounding lead-out wire is connected with the lightning rod. The two ends of another part of the horizontal grounding bodies are fixedly connected with the upper ends of the vertical grounding electrodes. The vertical grounding electrodes are vertically arranged below the grounding trenches. The upper ends of the vertical grounding electrodes are higher than the bottom of the grounding trenches. The horizontal grounding bodies and the upper ends of the vertical grounding electrodes are wrapped by a resistance reduction agent layer. A mixed water retention agent fine soil layer is laid on the bottom part of the grounding trenches. A common backfill soil layer is arranged on the mixed water retention agent fine soil layer. The drought geological grounding grid is mainly used for the substation grounding grid of drought areas so that the laying depth of the grounding electrodes can be greatly reduced.

The invention relates to a flange extension type column foot for a narrow flange steel column, and a construction technology of the column foot. The column foot is characterized in that the column foot is embedded into a reinforced concrete foundation; the column foot comprises a bottom plate arranged at the bottom end face of the steel column, and flange extension plates arranged on two side walls of two flanges of the steel column respectively; the flange extension plates are welded on the side walls of the flanges by groove complete-penetration welds, and welded with the bottom plate; vertical stiffening ribs are welded between the two opposite flange extension plates; horizontal stiffening ribs are arranged at a top port of a containing cavity; a plurality of studs are uniformly on the bottoms of outer wall surfaces of the two flanges respectively; and anchor bolts are arranged at the two ends of the bottom plate. According to the column foot, with the adoption of the horizontal stiffening ribs and the vertical stiffening ribs, the effective bearing width of an embedded part of the steel column is increased, a bending moment and a shearing force borne by an imbedded column foot node can be transferred conveniently, the embedded depth of the steel column can be reduced significantly, and the embedded depth of the foundation or a bearing platform can be further reduced. The column foot has better economic benefits in engineering practices.