DE1723733U - BALL RESERVOIR WITH TANGENTIAL PRESSURE SUPPORTS CONNECTING TO THE BALL SHELL. - Google Patents

Description

Dortmund UNION bridge building act in close partnership

37f, 3/02. 1725733. Dortmund Union Bridge Construction Company, Dortmund, j spherical container with tangentially adjoining the spherical shell D-urk supports. 3/20/56. D 12000. (T. 4;

Hpt / Ki

File 56/637 utility model registration

JUNE 7, 1958

Spherical container with pressure supports connected tangentially to the spherical shell .

Ball container with tangentially adjoining the ball socket Pressure supports are known to have the advantage that they Introduce supporting forces into the spherical shell in the most favorable way so that expensive intermediate structures are avoided

So far, this pressure connection has been arranged on a common ring foundation and this ring foundation is very strong designed so that it can absorb the bending forces that occur when the ground is unevenly settled. Uneven subsidence are known to be particularly common and large in subsidence areas

If you wanted to avoid heavy ring foundations, spherical tanks have already been placed on 3 individual foundations, However, the bearing forces in the spherical shell are not introduced tangentially but, for the most part, radially · In this case Type of support, a strong support structure is required inside the ball, which prevents the ball is dented by the large support forces · However, this support structure requires a lot of steel material and obstructed the interior of the sphere;

Ball containers with a strong one have also been made Equatorial rigid support ring that can be supported on three supports; But this support ring is also with one Three-point support very heavy and expensive.

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57f 3/02. 1725733. Dortmund \

UNION Bridge Construction Corporation. _ ■:

Dorlmund. | Spherical tanks »it tangential 7.JUNI195S tial adjoining the ball cup

Discharge port. 20. 3. 56. D Π Cup. (1. *.

z. l) _; ! j L

Two examples of the invention are shown in the drawing

To avoid the above-mentioned disadvantages, it is proposed according to the invention, in the case of a spherical container, with tangential the pressure supports adjoining the spherical shell to be summarized in three groups, with each group resting on a special foundation and the supports each Group converge in a fan shape downwards

Appropriately, you can connect the base points of the columns of each group to a common node that on seated in a common camp.

Of the three supports formed in this way, one becomes indispensable and the one with regard to temperature changes others movable, especially in the direction of the connecting lines to form a fixed support

It is useful to do this through the base points of the support groups To connect compression stiffeners to each other additional bending stresses in the over the displaceable Seating of seated pressure support groups avoided.

In some cases it will be beneficial to use the support to undertake the column base points in such a way that from these base points you are star-shaped and tangential to the center towards the lower spherical shell in an approximately horizontal direction Attaches compression stiffeners, which are fastened at one end to the spherical shell. In this case, the f

Ball acting horizontal forces passed through the star-shaped stiffeners pressure directly to the foundations without the upstream pressure port to bending to claim · Ü

371, 3/02. 1725733. Dortmund,

UNION bridge-stock _company;

Dortmund. | Spherical container with long pressure port 7, J (JNI 195S tial to the spherical shell. 20.3.56. D 12OG0. (T. 4; line 1)

Fig. 1 shows a side view of a ball container according to the invention and Figures 2 and 3 plan views.

The spherical container 1 is supported by the support groups 2a, 2b and 2o on the foundations 3a, 3b and 3o.

Big. 2 shows in plan a training in which the &;<■

Base points of column groups 2a, 2b and 2o through in the triangle

arranged pressure rods 4 are connected to one another. J *?

In Fig. 3, the base points of the support groups are through radially extending, star-shaped bandage rods 5, which with their inner ends on the lower spherical shell of the Container are attached, supported. The attachment of the radial rods 5 can either, as shown, with 3 separate ones or with a common gusset plate.

In the drawing, each column group consists of 3 pressure columns.

I I But there can also only be 2 or more than 3 supports in each

Group. J W *

Claims (1)

57f, 3/02. 1725733. Dortmund j UNION Bridge Construction Corporation,. | Dortmund. | Ball container with good 7, JUNE 195S ^! tial to the spherical shell, pressure port. 20. 3. 56. D 12 000. (I- *, z.i). .. ■ - · '■■ -' j Protection claims: Spherical container with pressure supports connected tangentially to the spherical shell, characterized in that that the discharge nozzles are grouped into three groups, each group rests on a special foundation and the supports of each group converge in a fan shape downwards Ball container according to claim 1, characterized in that the base points of the supports of a group are connected to form a common nodal point which is on a common Bearing up Ball container according to claim 1 or 2, characterized in that of the supports of the three groups one indispensable a and two are formed differently Ball container according to one of Claims 1 to 3, characterized in that that the base points of the groups of supports are connected to each other by pressure rods. Spherical container according to one of Claims 1 to 3, characterized in that the base points of the groups of supports are supported in the horizontal direction against the center of the lower spherical shell by star-shaped and tangential compression stiffeners.