RU2005144C1 - Face wall of skeleton-type and bearing wall building - Google Patents

Abstract

SUMMARY OF THE INVENTION: The end wall is made up of vertically mounted wall panels of a lintel type between which a series of wall types are mounted and fastened to them by vertical type, while vertically mounted stack panels are attached at the top to the coating disk and at the bottom to embedded parts of the concrete floor. 7 id

Description

The invention relates to the construction of industrial and public buildings having planar rafter structures for installing end walls and can also be used for constructing longitudinal walls in buildings with structural coatings.

A known end wall of a frame-panel industrial building, including columns, a rafter structure, half-timbered racks between columns, horizontally arranged wall panels attached to columns and half-timbered racks, the columns being offset from the transverse axis by 500 mm relative to the half-timbered racks and are equipped with half-timbered inserts on their outer faces, and the headings of columns and half-timbered racks at the height of the rafter-structure are built up with extensions with nozzles 1.

The disadvantage of such an end wall is the complexity of the design, high complexity and material consumption due to the presence of extensions with nozzles, half-timbered racks and foundations under them, as well as half-timbered inserts.

The end wall of the frame-panel building is also known, including columns and half-timbered racks installed along the axis, truss structures and horizontally located wall panels 2, the columns being made with a console for positioning the extreme roof structure along the axis.

The disadvantages of this end wall solution are the complexity of the design, the high complexity and material consumption, since extensions with nozzles, half-timbered racks and foundations for them are preserved. in addition, columns with a console increase the number of frame sizes.

The closest technical solution adopted for the prototype is the end wall of the frame-panel building attached to the coating disk formed by the covering panels and roof structures, including wall panels of the genus and lintel type 3.

The disadvantages of the prototype are the complexity of the design, high complexity and material consumption

The purpose of the invention is to simplify the design, reducing the complexity and material consumption

The goal is achieved in that in the end wall of the frame-panel building attached to the coating disk formed by the coating plates and

rafter structures, including wall panels of a row and jumper type, according to the invention, wall panels of a jumper type are installed vertically, and wall panels of a row type are installed between them along their entire height and are attached to them, while the panels of the jumper type are attached to the mortgages from below detail m. concrete

floor of the building.

Fig. 1 shows the facades of the end wall, (two drawings with different sizes of heights h, H and lengths I.L of wall panels are combined); figure 2 is the same, plan view;

5 in FIG. 3 is a section AA in FIG. 1; in Fig.4 - section bB in Fig.1; Fig. 5 is an example of using a technical solution for a cell type building, plan view: Fig. 6 is the same, facade; Fig.7 is a section bb in Fig.5.

0 The end stack of the frame-panel building is attached to the cover disk formed by cover plates 1 and roof rafters 2 to which cover plates 1 are attached. The roof structures 2 are supported on columns of 3 letter strings and are installed with zero-axis digital axes . The end wall includes vertically mounted wall panels, 4 attached

0 at the top to the floor slabs 1, and at the bottom to the embedded parts 5 of the concrete floor b, for example, by means of patch corners 7. Between the wall panels 4, horizontal panels are horizontally installed over their entire height and 5 wall panels are attached to them 8. Fastening the wall panels 8 is carried out by end-to-end fixing parts 9 (in the absence of predefined embedded parts). The vertically mounted wall panels 4 are made with reinforced reinforcement and are of the lintel type, while the horizontally mounted wall panels 8 are of the usual reinforcement and are

5 type.

The end wall of the frame-panel building works as follows.

Each horizontal wall panel 8 senses a wind

0 load and through parts 9 transfers it to the vertical wall panels 4. The load coming from the wind panel 8 of the wind in accordance with a typical design scheme determines its usual (constructive) reinforcement and, therefore, its genus type. The total wind load coming from the wall panel 4 from all the row panels 8 determines its reinforced reinforcement in accordance with the standard design scheme and subsequently |, but its jumper type Dapee wall panels 4 transfer the total wind load to the covering plates 1. working together as a covering disk and, thus, evenly distributing the load on all the rafter structures 2 and the columns 3 at the top. Similarly, the total wind load is transmitted by the wall panels A to the embedded parts 5 of the concrete floor 6. which is the disk below (together with the base of the floor). Thus, wall panels 4.8 form a self-supporting end wall without using half-timbered posts with foundations, the function of which is performed by wall panels 4 of the lintel type (Fig. 1.2).

When using the invention for cell-type buildings with structural coatings, their longitudinal walls work just like the end walls, since they are made in the same constructive way (Figs. 5, 6, 7).

„. The invention allows to simplify the design, reduce the complexity and material consumption. Vertical installation of wall panels of the lintel type instead of half-timbered columns (with foundations.

extensions (nozzles) can be implemented on the basis of a typical nomenclature of wall panels having two sizes of length - 6 and 12 m. The proposed technical solution creates constructive prerequisites for increasing the economic feasibility of using cutting technology for rolling production of wall panels, which allows to expand the scope of the invention it on a building of any height with a step of unification-parametric series of wall panels length equal to 0.6 m. This allows you to allow a contradiction between the multinomenclature of products. unattended factory production and low volume-planning possibilities of standardization in construction.

(56) 1. Shereshevsky I.A. Construction of industrial buildings and structures. L .: Stroyizdat. 1979, p. 52 fig. 3.10.

2. The author's certificate of the USSR N 983237, cl. E 04 H 5/00, 1982.

3. USSR Certificate of Authorship

N 1550056. cl. E 04 B 2/90, E 04 H 5/00 1990.

Claims (1)

The claims THE ENCLOSURE WALL OF THE FRAME AND PANEL BUILDING, attached to the coating disk formed by the covering plates and roof structures, including wall panels of the gender and lintel type, characterized in that that, in order to simplify the design, reduce the complexity and material consumption, the wall panels of the jumper type are installed vertically, and the wall panels of the genus type are installed between them along their entire height and are attached to them, while the panels of the jumper type are attached to the embedded ones from below m concrete floor of a building. ABOUT g. f. M 6-6 Riga 7 about