SU1252440A1 - Multistorey prefabricated building and method of erecting same - Google Patents

Description

2. L1 (1C () b of the military building with a multi-storey building for the 11io | 1aelny building, including the installation of foundations, the floor installation of nantvieii walls and floor slabs, the connection of them up and down the joints, characterized in that Since () the deadlines for the laboriousness of the installation, the panels of the inner wall panels rest on the downstream chants through the elastic gaskets, then the board. 1 and the outer walls are floor-mounted and fixed with 1 temporary mounting hardware to the panels of the inner walls and

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ll: i () refers to construction and i) enMyiuec; It is intended for use by the M111 (1H) floor of a series of 1-panel buildings in harsh climatic areas with usual geological conditions.

Ie, p, inventions simplifying the installation of la siphek.suyucheni wet processes and -), welding works, higher level of Indian Hridu. 1Ilapii and reduction of terms of work- Guy Pi installation and its labor intensity.

IL i depicts a multistory complex (1 |:; me.ln1 (building; on fi1. 2 - the same, P)); 1 TH in Fig. 3 - a section. L-L at 4 ig. L; n. ({ini. 4 section bb pa fig 2; I..1 (}) and: d) pan, 1 internal shears, on ijini. floor slab; on - i. n;) fig . 2; on fi1. 8 - times, BB-iia fp; .7; .la FIG. In node II in FIG. 3; : i :; ,AND;. I) the course of YY in FIG. 9; on

FIG. II M pos, one transmitter (X m of installation 1. N mei I) of the building.

. About jTa / KHoe large-panel building 11KLN) cha (; wall panels and exterior I and indoor) () dol1, n1.1x and transverse 2 walls n onepii.e n; i them on a smoker slab 3 floors. ((interconnected by anchors on s 4 and i) with monolithic monolith fi.

Panels of internal CTCii 2 are made with protrusions ti along the lower edges and are interconnected C1) b (m | h | nz contact elastic surfaces, 1a.1ki

P., 1 3 | 1e) ekrygii have crossheads 8 d; 1 f.ia) change the protrusions of 6 panels of the inner wall 2 and are supported on the panel of walls 1 and 2 through point elastic pads 9.

Y / m, 1ki pan.mey walls 1 and 2, and p. Ch. Unreinformed) rygin 3 burns with anchoring ties 4 in the article of the fixed bogg.

The exterior wall panels 1 are provided with anchoring devices K) for their temporary. On the floor of each Eshutrennyi step 2, and Jos, the first ones have for this purpose temporary mounting devices I.

at the same time, the outer horizontal and vertical joints are sealed, after which the floor slabs freely fit the contour to the wall panels through point-like elastic gaskets and produce horizontal compression of the horizontal and vertical joints by means of anchor bonds in the form of tightening bolts, and The internal cavity of all joints is produced by porous self-compacting cement (sand solution after heat is supplied to the building.

L) 1-tiered connections 4 consist of a hollow cylinder 12 with a plug 13 welded into it, equipped with a H1OY through oval. Hole 14, a STYAZHN01-0 bolt 4 with a support nayboy 15, anchor coupling 16 and reinforcing anchors 17 connected by electric welding with a hollow cylinder 12 and anchor coupling Ih.

The internal cavity of the joints of the monolithic P (a) rizovann1 w self-sprouting ms. Sandy mortar m. 5.

Multi-storey large-panel buildings are characterized by a transforated static one. what caused by the accepted persistence of constant and temporary loads during installation and:) xc11, | uatation.

(.Statistical scheme of large (Single-panel building in the stand, first erection is presented in vi; Che KOI1CI is a different system with transverse and n) with the single internal supporting walls 2.

Exterior panels, 1x sgene 1 onerty nostojn-but on the panel transverse walls 2 and perceive. The iHHib part of the Wuxi, 1 of its own weight NLI1 overlaps 3, then transferring them to the genres of genes 2.

Pos, 1e amonolation of structural joints, 1m1mggo1 static large-scale panel1, of the building is presented in the form of the NINA system with transverse and longitudinal load-bearing walls 2.

The constructive essence of the g1) of iso-gallic joints of structural elements is also used: after the monolithing of the trunk, it was south of the platform joints.

(The construction of a multi-storey, large-numbered building is carried out in one of the following ways.

After the image (.) Of the vanity with known foundations of the foundations (not shown) and walls 2 of the basement | -th floor, they creep onto the dotted other layers 9 of the floor slab 3 and (combine them with anchors 4).

between the ends of the floor slabs 3 in the area of anchor links 4, elastic gaskets 9 are also installed. Then the panels 2 of the internal walls are installed on the elastic gaskets 7 located in the zone of the contact projections 6 and are interconnected by anchors 4 between them. internal walls 2 in the location of the anchors 4 install elastic gaskets 7.

On the panels of the inner transverse walls 2, temporary mounting devices 11 are fixed, after which they are supported on the panels of the outer walls I and are interconnected between themselves and the panels of the inner transverse walls 2 by anchor ties 4. When mounting the panels I between their ends and butt na

Line 2 is installed in the area of location of the links 4 elastic gaskets 7.

Simultaneously with the installation of the panels 1, the external joints are sealed by known methods.

The cycle is then repeated until the building is fully erected.

After the heat is supplied to the building, horizontal and vertical joints of the outer 1 and inner 2 wall panels and floor slabs are sealed with 3 using known methods and monolithic with porous self-sealing cement sand 5, fed mechanically into the joints. At the same time, as the mortar 5 in the horizontal joints of the panels 1 of the outer walls hardens, temporary installation devices 11 are released.

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Claims (2)

(57ι 1. A multi-storey large-panel building, in about:: -the greater wall panels of the external and internal load-bearing walls and floor slabs supported on them by the contour, interconnected by anchor bonds and monolithic solution, different heme, h; o, for the purpose of simplification of installation by eliminating wet processes and electric welding, and increasing \ υ ”nya in industrial-.ln ^: 'ihilll AND COrU.ia Hi.' ; I -lit a different way of completing the protrusions of the panels internally ·: they are supported on the wall panel through the points at ”I · ·. ¹ aneli yoke ipeimux cei 'go goal · up' on the lower edges and soi I sword do soSey through the contact unit ΐ'ρί'Γldzki. and the floor slabs, hi hi, through the grooves for mixing the pockets of the panels of the inner ·: γ · 'ίι and 2. A method of erecting a multi-storey large-panel building, including the installation of foundations, floor installation of wall panels and floor slabs, joining them with anchor ties, and the need for joints, characterized in that, in order to reduce the time and complexity of installation, the panels of the walls of the inner walls are supported by lower the panels through elastic gaskets, then the panels of the external walls are fixed to the floor by means of temporary mounting devices to the panels of the internal walls and at the same time they seal the exterior horizontally x and vertical joints, after which the floor slabs are freely supported along the contour on the wall panel through point elastic gaskets and floor-wise compression of horizontal and vertical joints by means of anchor ties in the form of tension bolts, and the internal cavity of all joints is monolized by porous self-compacting cement-sand. solution after supplying heat to the building.