Truss Air Manifold Assembly for Underground Disaster Shelters
Abstract
An air manifold assembly for underground shelters which is capable of withstanding extreme weather conditions. The air manifold assembly includes a ventilation pipe, a tank-head-shaped dome, an annular plate, and a plurality of holes. A top end of the ventilation pipe is concentrically positioned within the annular plate. The annular plate is laterally connected about the ventilation pipe and joins the ventilation pipe to the tank-head-shaped dome. The tank-head-shaped dome protects and prevents the clogging and damage of the ventilation pipe. The tank-head-shaped dome is positioned adjacent to the top end of the ventilation pipe and is perimetrically connected to the annular plate. The plurality of holes exposes the ventilation pipe to the external atmosphere. The plurality of holes is radially distributed about the annular plate with each hole normally traversing through the annular plate. Opposite the tank-head-shaped dome, the ventilation pipe is connected to the underground shelter.
Claims
exact text as granted — not AI-modifiedWhat is claimed is:
1 . A truss air manifold assembly for underground disaster shelters comprises:
a ventilation pipe; a tank-head-shaped dome; an annular plate; a plurality of holes; a top end of the ventilation pipe being concentrically positioned within the annular plate; the annular plate being laterally connected about the ventilation pipe; the tank-head-shaped dome being positioned adjacent to the top end of the ventilation pipe; the ventilation pipe being positioned within a concave portion of the tank-head-shaped dome; the tank-head-shaped dome being perimetrically connected to the annular plate; the plurality of holes being radially distributed about the annular plate; and each of the plurality of holes normally traversing through the annular plate.
2 . The truss air manifold assembly for underground disaster shelters as claimed in claim 1 comprises:
an internal tube;
the internal tube being positioned within the concave portion of the tank-head-shaped dome;
the top end of the ventilation pipe concentrically traversing into the internal tube; and
the tank-head-shaped dome being terminally connected to the internal tube, opposite the ventilation pipe.
3 . The truss air manifold assembly for underground disaster shelters as claimed in claim 1 comprises:
an annular gravity dish;
the annular gravity dish being positioned adjacent to a bottom end of the ventilation pipe;
the ventilation pipe concentrically traversing through annular gravity dish;
the annular gravity dish being oriented towards the tank-head-shaped dome; and
the annular gravity dish being laterally connected about the ventilation pipe.
4 . The truss air manifold assembly for underground disaster shelters as claimed in claim 1 comprises:
the ventilation pipe comprises a top tubular portion, a middle tubular portion, and a bottom tubular portion;
the top tubular portion being terminally connected to the middle tubular portion;
the bottom tubular portion being terminally connected to the middle tubular portion, opposite the top tubular portion;
the top tubular portion being positioned at a first obtuse angle relative to the middle tubular portion;
the top tubular portion and the bottom tubular portion being oriented parallel to each other;
the top tubular portion, the middle tubular portion, and the bottom tubular portion being in fluid communication with each other; and
the top tubular portion being positioned adjacent to the tank-head-shaped dome.
5 . The truss air manifold assembly for underground disaster shelters as claimed in claim 4 , wherein the first obtuse angle is 135 degrees.
6 . The truss air manifold assembly for underground disaster shelters as claimed in claim 1 comprises:
a plurality of filters;
the plurality of filters being radially distributed about the annular plate; and
each of the plurality of filters being connected to the annular plate within a corresponding hole from the plurality of holes.
7 . The truss air manifold assembly for underground disaster shelters as claimed in claim 1 comprises:
an underground disaster shelter;
a flexible seismic joint;
an annular flange;
the annular flange being laterally connected about a bottom end of the ventilation pipe;
the flexible seismic joint being concentrically connected to a bottom end of the ventilation pipe by the annular flange;
the underground disaster shelter being adjacently connected to the flexible seismic joint, opposite the ventilation pipe; and
the ventilation pipe, the flexible seismic joint, and the underground disaster shelter being in fluid communication with each other.
8 . The truss air manifold assembly for underground disaster shelters as claimed in claim 1 , wherein an angle of incidence for the tank-head-shaped dome being less than 15 degrees.
9 . The truss air manifold assembly for underground disaster shelters as claimed in claim 1 comprises:
the tank-head-shaped dome comprises an annular sidewall and the concave portion;
the annular sidewall being concentrically positioned with the annular plate;
the annular sidewall being adjacently connected to the annular plate;
the concave portion being positioned adjacent to the annular sidewall, opposite the annular plate; and
the concave portion being perimetrically connected to the annular sidewall.Join the waitlist — get patent alerts
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