tidal differences of structures built on soft ground Tidal great way

摘要

The present invention on the soft ground the difference is that for the construction of a tidal ganmyeon method of structures on soft ground safety and earthquake or differential settlement or subsidence, while the construction is simple and relates to the construction method of construction to minimize the economical and environmental pollution. ; The present invention on the big soft ground is a difference of tides breakwater, berthing facilities, building a breakwater, pier, made of a buoyant body having a predetermined shape having a construction in a manner that a structure such as a shift of the body upper side and the lower side of each of the opening parts of the upper and lower space to have upper and lower parts of the space bisecting the middle plate is formed, the intermediate plate has to have a buoyant housing bonds in the middle plate to form a unity ball and tighten the bolts to the solidarity-based ball into the shield plate, respectively, in order to separate off the lower space of the lower pressure Each space-based shield plate portion has a pressure relief device on the top surface, so that the steel pipe piles installed vertically inserted into the body formed by a plurality of through-holes and steel pipe piles and to be inserted through a hole in the middle plate solidarity with its features. ; Complete dredging by the space portion of the base upper and lower portions of the same with one embodiment of the method the building of the structure difference between the rise and fall of the tide over a large soft ground in order to achieve the object is that of a material of the buoyancy body, and Soft housing on the ground and placing step by launching the sea; Support for steps to install and to geunip insert a length of steel pipe piles inside the ball to ground half of the body; A ball having a high and a high fire inlet fixed installation comprising a fixed fire injection inlet to inject the liquid into the inlet of the high-fire side of the installation hole; When you open the pressure relief device, the space of the pressure off the lower insertion hole of the housing and fire steel pipe pile head to the top step and lowering the housing; The steps to secure the enclosure by filling the rubble at the base portion of the shell dredging the outer periphery of the enclosure; And the steps of the integration of the steel pipe piles and housing by injecting through the fire, and the fire from outside the inlet; Remove the system board shield plate inserted into the steel pipe piles in the middle stage of the solidarity ball laying the mortar on the upper surface intermediate plate to remove the water completely watertight to the inside of the enclosure by the executive Upperstructure; After assembling the solidified mortar reinforced top surface is characterized by the housing again by pouring concrete comprising steel pipe piles and solidarity.