SU1550056A1 - End-face wall of industrial building - Google Patents

Abstract

The invention relates to the construction of frame-panel industrial buildings and can be used to construct half-timbered end walls. The goal is to simplify the construction and installation of end walls. Vertically located at the height of the disk cover 5 wall panels 6 in step between the columns and half-timbered uprights 2 are supported and fastened to the upper horizontal wall panel 3 of the lintel type for receiving the wind load. 4 il.

Description

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ABOUT

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The invention relates to the construction of industrial buildings of a frame-panel construction and can be used in the construction of half-timbered end walls.

The purpose of the invention is to simplify the design and installation.

Figure 1 shows a fragment of an industrial building (end) at the bottom of the span structure, a plan; figure 2 - the corresponding fragment, a longitudinal section; Fig 3 is a side facade of an industrial building; figure 4 - node I fig.Z.

The end wall of an industrial building includes columns 3 (extreme angular and extreme average along letter lines), two half-post stands located between columns 1, horizontally positioned wall panels 3. Side lateral faces of columns

1 and the outer edges of the half-timbered racks

2 aligned with the axis (digital). At the height of the truss structure 4 and the disk of the cover 5, the wall panels 6 are arranged vertically and attached to the plates of the cover 5 in the upper part of the cover 5 by means of fastening parts 7. The wall panels 6 in the step between the columns 1 and the half-timbered pillars 2 are supported and attached below to the upper row of the horizontal wall panel 3, for which it must be of jumper type (not straight), the ends of the cover plates 5 in connection with the modular coordination of the dimensions of the structures are combined with the axis (digital), i.e. lie

in the same plane with the outer side edges of the columns 1 and half-timbered struts 2. In connection with the smaller thickness of the truss structure 4 relative to the thickness of the columns 1 between the plane of the truss structure 4, the plane of the wall panels 6 there is a gap.

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The wall panels 3 (horizontally located) perceive the wind load and transfer it through the extreme support sections to columns 1 and half-timbered uprights 2, the rafter structure 4 does not perceive loads directly from its own plane, since through the hard disk the passing part of the wind load is transferred equally to all trusses 4 along the building and are extinguished by vertical connections of the frame.

In this step, the wall panels 6 are attached to wall panels 3, which, being bridges, perceive a portion of the wind load falling on the wall panels 6, having for this purpose the necessary bearing capacity for bending. Accepting the same length of wall panels 3 and 6, the height of the fah- | The upright stands 2 are assigned the lesser.

The proposed solution of the end wall of an industrial building simplifies the design and installation in connection with the exclusion of extensions with attachments for growing half-timbered racks and columns.

Claims (1)

The invention of the Tortsov wall of an industrial building, adjacent to the platter disc and to the pillars of the building framework, includes half-timbered racks and wall panels installed between the pillars of the framework, in order to simplify the construction and installation, the wall panels at the height of the platter disc are arranged vertically, and the underlying ones are horizontal rows, with the vertically positioned panels pivotally connected to the coating disk and supported on the lintel panels of the upper row of horizontal panels with fixtures on them from horizontal displacements. Schig.1 6 s6 fig.Z fie.Ts