SU1300112A1 - Wall enclosure of skeleton building with internal water drain - Google Patents

Abstract

The invention relates to vertical enclosures for frame buildings with internal drainage. It allows to reduce the material consumption of wall fencing of strip panels and frame columns. Reinforced concrete wall panels 1 are suspended from the cantilevered protrusions of the 12 truss beams on the tubular rods x 10, which pass through coaxially arranged through vertical holes 9 in the panels i. Bb

Description

The gaps 1 1 between the tubular rods; - MI 10 and the walls of the holes 9 are embedded in concrete. Tubular rods of 10 g are attached to the columns by 3 flexible connecting elements 4. Gutters 5 are also attached

one

The invention relates to the construction, mainly to vertical fencing of m-frame buildings with internal drainage.

The aim of the invention is to remove the material consumption of wall panels and framework columns.

FIG. Figure 1 shows the construction of a wall fence with hanging 1 common tubular rods and gutters, which are attached to the wall fence in FIG. 2 shows section A-A in FIG. one; in fig. 3 shows a section BB in FIG. one; in fig. 4 shows a section B-B in FIG. 3; in fig. 5 is a cross-section of the FIG. 3

Reinforced concrete panels 1 are hung on the transverse bearing structure 2 and on column 3, and panel 1 is fixed to the columns by flexible connecting horizontal elements 4. Gutters 5 are attached to wall panels 1 by connecting elements 6 and are supplied to gutter slope 7 above the foundation beam 8.

In the wall panels 1, through circular holes 9 are made in height for fitting to continuous rods 10 whose diameters are smaller than diameters; three holes are embedded in wall panels 1 by pouring lightweight concrete into small gaps in the gaps 11 between the tubular rods 10 and the walls of the holes 9 The tubular rods 10 are suspended from the cantilevered protrusions 12. truss beams 2.

The vertical load from the suspended wall enclosure is transmitted to the framework columns through the cantilever projections of the construction beams, and a unloading bending moment occurs in the construction beam. Horizon of monolithic tubular rods 10. By reducing the number of embedded parts and connecting elements and by eliminating jumper panels, the metal intensity of the wall enclosure is reduced. 5 il.

0

About 5

0

The wind loads are transmitted to the frame columns through flexible horizontal connecting elements, but they are placed in smaller quantities, so that the wall panels

m .--, united by tubular rods. In this case, the upper horizontal. the element is a console of a transverse supporting element of the building framework, for example a truss beam. Tubular rods embedded in panels may, depending on the specific conditions, be filled inside with concrete. In the absence of filling, the inner surface of the pipe is covered with an anticorrosive composition, the ends of the pipes are covered with concrete or metal plugs. A closed tubular cavity is a good heat insulator and reliably resists corrosion processes.

Tubular rods perceive vertical and horizontal loads and shear forces that occur at the junction of the panels. The wall is calculated with a section height equal to the sum of the heights included in the panels.

At the same time, drainage pipes of internal drainage, placed 12 or 24 m, are attached to the tubular rods and wall hangers on the horizontal abutments of the wall panels, which are not occupied by the horizontal fastenings of the tubular element to the columns.

The metal content of the wall fence is reduced by reducing the number of parts and connecting elements, as well as by eliminating jumper panels.

313001

Claims (1)

Invention Formula Wall fencing of the frame building with internal drainage, including wall panels suspended from the cantilever ledges of the supporting horizontal elements of the covering and drainage pipes attached to them, in order to reduce the material intensity of the 10 wall panels and columns of the frame. 124 The wall panels are suspended on continuous steel tubular rods extending into vertical through holes formed in panels coaxially arranged, the diameter of which is larger than the diameter of the tubular rods, and the gaps between the tubular rods and the surface of the apertures are submerged with concrete to the tubular rod m- suspenders. fuzf (Rig. Editor T. Parfenova Order 1125/30 Tehred N.Glushchenko Corrector Circulation 666 Subscription VNIIPI USSR State Committee for inventions and discoveries 113035, Moscow, Zh-35, Raushsk nab, 4/5 Production and printing company, Uzhgorod, st. Project, 4 ua5 Proofreader M. Demchik