SU1760058A1 - Single-storey skeleton-type building - Google Patents

Abstract

Usage: construction of single-storey frame-panel buildings, providing a reduction of material consumption. SUMMARY OF THE INVENTION: The three-hinged frames are located along the internal transverse axes of the building. Floor slabs, located in the internal spans, are rigidly attached to the transom frames. The end columns have a variable height and cuts in the upper part along the outer face, in which the wall panels of the end walls are installed. The latter have an upper inclined face with a mark exceeding the mark of the upper face of the columns, stops and recesses from the inside. The overlap plates in the late spans are freely supported in the recesses of the wall panels and are hinged to the frame bolts. The marks of the bottom of the recesses are located below the marks of the upper edge of the crossbars, and their difference is variable with its decrease from the ridge of the coating to the extreme end columns. 1 hp f-ly. 7 il. 10 s

Description

The invention relates to the field of construction and can be used in the construction of single-story buildings, for example, for agricultural purposes.

A one-story frame building is known, in which the frame is made of three-hinged. reinforced concrete frames. installed in the foundation shoes across the building. At the end of the building, three-joint frames are laid with slab coverings, and self-supporting wall panels are installed and fixed on half-timbered columns and three-joint stand struts. Along the building, self-supporting wall panels are installed and attached to the uprights of the three-hinged frames, and covering plates are pivotally attached and hinged on top of the frame beams.

The disadvantage of this frame building is the significant material consumption of its ends, since the manufacture of three-hinged frames and foundation shoes for them is associated with the use of a significant amount of concrete and reinforcement. Due to the statics of the work of the constructive scheme, the compliance of the three-hinged frames of the building differs from the flexibility of the end wall part by an order of magnitude. Installation in the butt of the building of three-hinged transverse frames with the coating of coating plates on them

ABOUT

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bakes the independence of the work of the building frame from the more rigid front part,

The closest in technical essence and the achieved result is a one-storeyed frame building, including foundations, three-hinged frames, installed along the internal transverse axes of the building, supported on girders of frames and ribbed plates, some of which are placed in internal spans of buildings. frames, and self-supporting panels of end and longitudinal walls, the last of which are rigidly attached to the frame racks.

The disadvantage of this technical solution is the use of material-intensive and labor-intensive in the manufacture of three-hinged frames and foundations for them at the ends of the building, as well as the underutilization of the carrying capacity of three-hinged frames at the end of the building.

The purpose of the invention is to reduce the material consumption of a building due to the formation of a bearing end and its mating with a three-hinged frame.

This goal is achieved by the fact that the building is equipped with end columns of variable height with cutouts in the upper part along the outer face and bearing end walls rigidly attached to the end columns in their cutouts, which have a mark higher than the upper face mark of the end columns, lugs and recesses on the inner side for free support of the edges of the slabs of the coating, the opposite ends of which are connected to the bolts of the frames by a hinge. In addition, the mark of the bottom of the recesses of the end carrier plates placed between the outer edges of the outermost plates of the coating is located below the mark of the upper edges of the oleans in the corresponding attachment points to the edges of the plates of the coating with a decrease in its size to the ridge of the coating.

FIG. 1 shows a single-storey frame building in axonometric view; in fig. 2 - interface of the bearing end of the building with the covering plates; in fig. 3 - installation of bearing and self-supporting wall panels on columns; in fig. 4 - assembly of the support for the coating plates on the supporting end panels; in fig. 5 - bearing front panel (fragment); in fig. 6 is a section A-A in FIG. five; in fig. 7 is a section BB in FIG. five.

A single-storey building includes a frame of three-hinged frames 1 installed along the internal transverse axes of the building, to the posts of which self-supporting panels 2 are rigidly attached, two-sided slabs to clean 3 supported on the yoke p -m-1, which are placed in the morning,: the prologues of the building It is rigidly connected to the bolts of frame 1, end columns 4 of variable height with notches in the upper part along the outer edge, to which the bearing walls of 5 end walls in x notches are rigidly attached. The carrier panels 5 are made with a sloping face, which has recesses 6 on the inner side. The shape of the recesses 6 repeats the shape of the supporting ribs 7 of the cover plates 3. The stops 8, mounted on the inner side of the supporting panel 5 on the inner side and protruding, when mounted beyond the support 5, cross ribs 7 of the cover plates 3, prevent the latter from being displaced in the direction perpendicular to the building's end . Self-supporting panels 9 are rigidly attached from the inside to

0 columns 4 using embedded mortars 10 installed in the base layer 11 self-supporting panels 9 and in the body of the columns 4. The three-hinged frames 1 are installed on the foundations 12, and the end columns 4 in

5 foundations 13.

The building is mounted as follows.

Two foundations are installed in foundations 12 along the internal transverse axes of the building.

0 three-hinged frames 1 over the rigid block, self-supporting panels 2 of the longitudinal walls are rigidly attached to the posts of the frames 1. On girders frames 1 are laid and rigidly attached to the plates of the gable cover 3 in

5 inner span of the building. After mounting the tie-in unit, the remaining three-hinged frames 1 are installed and self-supporting panels 2 and cover plates 3 are fixed. At the building end, end columns 4 of variable height are installed in foundations 13 with cut-outs in the upper part along the outer face, to which support by layer 11, self-supporting panels 9 are attached by welding the fixings 10. After that, the self-supporting panels 2 of the corner longitudinal part of the building are mounted and attached. Bearing panels 5 of the end walls are rigidly attached to the end columns 4 in their cut-outs in the upper part along the outer face. Slabs

0 of the cover 3 in the extreme spans of the building with one edge 7 freely rests on the bearing pznels 5 in the recesses b and are held by the stops 8 against displacement, and opposite edges of the 7

5 are connected to frame bolt 1.

The installation of the plates of coating 3 with the proposed method ensures the censation of the difference in vertical displacements during independent operation of the end part

the middle of the three-hinged frames 1 and the possibility of normal operation of the building’s end with the front wall panels 2 adjoining it with different compliance on the vertical load of the frame of the middle part of the three-hinged frames 1 and the end of the columns A and the supporting panels 5. Upper tilted face of the panel 5 of the third walls above the mark of the upper face of end columns A of variable height, having protrusions on which they are fixed and rigidly attached - with supporting end panels 5, which leads to a decrease in the material consumption of the columns and does not change the operation of the entire building. . Making the bottom marks of the grooves 6 of the end carrier panels 5 placed between the outer ribs 7 of the outermost covering plates 3. below the upper edges of the crossbars of the three-hinged frames 1 in the respective attachment points of the edges 7 of the covering plates 3 with a decrease in its size to the ridge of the covering, when mounted on of these, the slab 3 gradually leads to the alignment of the support marks. which is caused by the difference in vertical orientation of the hard end and more under the glioia of the middle part of the three-hinged frames 1 or the weight of the coating while compensating for differences in vertical displacements, for the comparison of the above method. This eliminates the need to use more material-intensive three-hinged frames 1 and foundations 12 for them in the end of the building. The implementation of a single-storey frame building in the proposed way will provide a reduction in concrete by 20-25%, steel by 30-40% by eliminating material-intensive three-hinged frames from the end of the building and

including the frame of the end part in the building operation.

Claims (2)

Claim 1. A single-storey frame building comprising foundations, tr,; hinged frames, installed along internal transverse axes of buildings, supported on girders of rem, ribbed plates of gable covering, some of which, placed in internal spans of building, are rigidly connected to frame gables , and self-supporting panels of the end and longitudinal walls, the last of which are rigidly attached to the frame pillars, characterized in that, in order to reduce the building's material consumption due to the formation of the bearing mountaineer and its conjunction with a three-ball frame The building is equipped with end columns of variable height with cutouts in the upper part of the outer (wounds and carrying panels rigidly attached to the end columns in their notches by the end wall panels with an upper inclined face that has a mark higher than the upper face of the end columns, abutments and recesses on the inner side for free support of the edges of the slab of the coating, the opposite ends of which are connected to the bolts of the frames hingedly. 2. The building according to claim 1, excluding that the bottom of the recesses of the end carrier panels placed between the outer edges of the roof cover plates are located below the top edges of the crossbars in the respective attachment points of the cover edges to them with a decrease to the ridge cover 2 1 FIG. 2 Fig.Z eight FIG. four Ы- a t ft SIG O /-.Q