SU1168691A1 - Monument-type high-rise structure - Google Patents

Abstract

HIGH CONSTRUCTION OF THE MONUMENT TYPE, including fixed in (Base bearing frame with diaphragms, thin-walled sculptural casing and connecting struts. Especially because, in order to increase the bearing capacity, the sculptural casing is provided with reinforcements elements, made in the form of horizontal trusses, arranged in increments in height, and the frame is provided with additional horizontal diaphragms, located along its outer contour, and rod-shaped vertical elements, each of which is attached Flax to the additional diaphragm is rigidly fixed at one end and the other hinged by means of a tail, with the struts attached to the horizontal trusses and to the rod vertical elements in the span between the diaphragms.

Description

The invention relates to the field of construction, in particular, to the construction of extended thin-walled sheaths such as cladding of sculptural monuments, supported on a supporting frame placed inside the sheath. The aim of the invention is to increase nonsuppiness (her ability. Fig. 1 shows a diagram of a high-rise structure such as a monument; Fig. 2 shows a fragment of a monument, a cross section; Fig. 3 shows a node G in Fig 2; Fig 4 is conditional the structure in the undeformed state. In FIG. 5, the same; in the deformed position due to the wind load. The support frame 1 of the monugent is a cantilever rod clamped in the base and made in the form of a spatial metallic polygon, four-sided or other polygonal section It is advisable to assemble the supporting frame from the overall sections of full plant readiness joined to each other on the installation using facades 2. For the convenience of making the sculpture in blocks, each section of the supporting frame 1 is equipped with a diaphragm 3, designed as a platform that can be used later maintenance of the internal volume of the monument during operation. Diaphragms 3 are supported by struts 4 to make them more rigid. At some distance from the free edge of the diaphragms 3, there is a sculptural shell 5, made of TOR1COLIST metal and reinforced with a system of longitudinal and transverse ribs 6 of rigidity, ensuring its local stability. Obo Achka 5 is subdivided by spaced elements of transverse polygonal rod closed contours 7 spaced by the height of the monument and constituting to ensure the overall stability of the casing and fixing the given shape during its manufacture. These contours can be made of angle bars and ToP ,. The cladding with reinforcements by them along the pendant ribs 6 and the elements of the transverse polygonal core loops 7 are connected to each other by a zigzag bent lattice 8. All of these elements form a sculptural shell, which is a spatial two way structure that perceives all external loads and transfers them on the supporting frame. The sheath lining 5 itself with the ribs 6 supporting it serves as the outer catfish of this spatial structure, and the polygonal core contours serve as the inner catfish. The height of the sculptural monument monument is connected with the supporting frame elements as follows. At the top and bottom edges of the shell, the elements of transverse polygonal contours 7 are directly attached to diaphragms 3, for example, by welding using gussets 9 (Attachment levels A-A and B-B in Figs. 1 and 4 and mounting unit I in Fig. 2 ). In one of these fixings, for example, in the upper (Fig. 2), the own weight of the sculptural shell is transferred to the supporting frame through the struts 10. Attaching the sculptural shell to the frame elements in the gap in height between the levels A-A and B-B is carried out through the purlins 11, which are flexible rods made, for example, from a rolled I-beam or from curved profiles and installed in each sections of frame 1 between adjacent diaphragms 3. In this case, one of the ends of run 11 is attached to diaphragm 3 directly on the gauge or bolts, and the other is connected by means of a sheet hinge 12, which provides freedom of vertical movement the run is relative to the diaphragm 3 to which it is attached in that node. Attaching the runs to the diaphragms using a sheet hinge is necessary to prevent them from working together with the supporting frame when the whole system works. Runs 10 in the middle part of their span are supported on diaphragms 3 by means of spacers 13 with elements of transverse polygonal core loops 7. The proposed design solution for high-rise construction is monumen311686914

This allows for minimal wind load and deformation of the sculptural shell. the solidity of the structure as a whole under the action of

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Claims (1)

ALTITUDE STRUCTURE OF MONUMENT TYPE, including a supporting frame fixed to the base with diaphragms, a thin-walled sculptural shell and spacers connecting them, characterized in that, in order to increase the bearing capacity, the sculptural shell is equipped with reinforcing elements made in the form of horizontal trusses placed in increments of height, and the frame is equipped with additional horizontal diaphragms placed along its outer contour, and rod vertical elements, each of which is attached to One end of the diaphragm is rigid, and the other is pivotally by means of a 1ist, and the spacers are attached to horizontal trusses and to rod vertical elements in the span between the diaphragms. 169891 1 168691