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Sheath penetration pipe and pipe construction method for foundation penetration

机译:护套贯入管及基础贯入管的施工方法

摘要

CONSTITUTION: A foundation penetrating sheath pipe 10 comprises a sheath pipe body 30 and an upper opening reinforcement portion 42, and is used for the construction of a pipe penetrating through the foundation of a building. The sheath pipe body is formed into an elbow shape having an upper opening 30a and a side opening 30b. The upper opening reinforcement portion is formed in a dome shape so as to cover the upper opening, and is connected with the peripheral edge of the upper opening. The upper opening reinforcement portion is cut and removed prior to the construction of a pipe after the foundation penetrating sheath pipe is embedded in the foundation and fixed thereto.EFFECT: The upper opening reinforcement portion reinforces the opening portion of the sheath pipe body so as to prevent the foundation penetrating sheath pipe from being deformed as concrete placement. The upper opening reinforcement portion can also prevent raw concrete or dust and the like from getting into the foundation penetrating sheath pipe.SELECTED DRAWING: Figure 3
机译:构成:穿透地基的鞘管10包括鞘管体30和上部开口加强部42,用于穿过建筑物的地基的管的构造。鞘管主体形成为具有上开口30a和侧开口30b的肘形。上开口加强部形成为圆顶形状以覆盖上开口,并且与上开口的周缘连接。在将穿透地基的鞘管埋入基础中并固定在基础上之后,在构造管道之前将上部开口加强部分切除并移除。效果:上部开口加强部分增强了鞘管主体的开口部分,从而防止基础穿透护套管在放置混凝土时变形。上部开口加强部分还可以防止未加工的混凝土或灰尘等进入穿透基础的护套管中。图3

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