首页> 外国专利> METHOD FOR FORMATION IN SOIL OF DRILLING-INJECTION ANCHOR PILE WITH REINFORCED CONTROLLED BROADENING

METHOD FOR FORMATION IN SOIL OF DRILLING-INJECTION ANCHOR PILE WITH REINFORCED CONTROLLED BROADENING

机译:加强控制扩孔的钻孔锚固桩土壤形成方法

摘要

FIELD: construction.;SUBSTANCE: invention relates to construction, namely to the technology of drilling-in-place anchor piles, ground anchors intended for attachment of landslide slopes, caissons, retaining walls, masts, towers, posts and other critical objects. Method for formation of drilling-injecting anchor pile with reinforced controlled broadening in soil includes drilling of well, immersion of reinforcement frame in form of injection pipe with membrane-barrel on its end, device of concrete plug in upper part of pile, solution injection till complete reduction of well walls along whole length of annular space. Controlled broadening is reinforced by spring-rod mechanism located at the end of the tube-injector inside the membrane-barrel, made of metal rod, in pairs pivotally connected to each other, brought into a vertical position by means of a stretched spring, to which a sliding ring is attached from above, which moves down along the injector tube at the moment of solution injection and opens the spring-rod mechanism, which reinforces controlled broadening and stretches the membrane-cartridge in the specified direction.;EFFECT: technical result consists in development of effective and reliable structure of broadening reinforcement at the end of anchor pile.;1 cl, 3 dwg
机译:技术领域本发明涉及建筑,即涉及现场钻孔锚桩,用于附接滑坡,沉箱,挡土墙,桅杆,塔,立柱和其他关键物体的地锚技术。具有在土壤中受控控制增宽的钻孔注浆锚桩的形成方法包括:钻井,将加固框架浸入端部带有膜管的注水管形式,桩上部的混凝土塞,注浆至沿整个环形空间的长度完全缩小井壁。通过位于膜筒内部的管式注射器末端的弹簧杆机构加强控制的加宽,该机构由金属杆制成,成对地相互枢轴连接,并通过拉伸弹簧置于垂直位置,从而从上方安装一个滑环,该滑环在溶液注入时沿注入管向下移动并打开弹簧杆机构,该机构加强了受控的展宽并沿指定方向拉伸膜盒。效果:技术成果在于开发有效可靠的锚桩末端加宽钢筋结构。; 1 cl,3 dwg

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