CZ61695A3 - Process of making framed reinforced concrete structure - Google Patents

Abstract

With the help of fittings, a permanent form of construction is formed wall fittings (1) and ring fittings (2). From the walls fittings (1) with a brick for binding make a vertical building the structure, such that the cylindrical spaces (4) of each masonry fitting (1) stack up to the height of the front rim, and at the same time filling the stabilizing space (5). Vertical cylindrical the spaces (4) are reinforced with concrete reinforcement (6) and cast with concrete. The insulation space (3) is filled with insulation and then the finishing layer is made. It is formed crown fittings (2) side by side and situated for binding to the last layer of masonry fittings (1). The corrugated fittings (2) are fitted with concrete reinforcement (6), which joins the concrete reinforcement (6) vertically and casts concrete.

Description

A method of making a frame reinforced concrete building

BACKGROUND OF THE INVENTION r ~ C «(Λ <O -H </> x> z ->)

o _ σ - o

- = ---- ifi— o ·

The invention relates to a building structure, monolytic type, fittings.

A method of fabricating reinforced concrete

BACKGROUND OF THE INVENTION

So far, the load-bearing masonry is made of load-bearing bricks of a certain compressive strength. The disadvantage of this method is the imperfect solution of thermal insulation of the building at the expense of masonry bearing capacity. Another known method is to fabricate a frame reinforced concrete monolytic building structure by placing a concrete reinforcement in the preformed formwork and pouring concrete. After hardening the formwork is removed. Building envelope incl. thermal as a part of load-bearing building construction, the solution in many cases of interference with insulation is not solved Disadvantage of this flat layout of the building, which later limits the layout of interiors.

SUMMARY OF THE INVENTION

The aforementioned disadvantages are avoided by the method of making the frame reinforced concrete building structure according to the invention.

The fittings form a permanent form of construction from 2-piece fittings and ring fittings. The walls of the masonry block itself define the thermal insulation space, the cylindrical space for the permanent form of the supporting structure and the stabilization space. The actual walls of the corrugated fitting enclose the thermal insulation space and create a permanent form for the supporting structure of the horizontal part of the frame structure, which is also a lateral corrugation. The essence of the invention is that a vertical building structure is made of masonry bricks with bonded masonry in such a way that the cylindrical spaces are stacked on each other up to the height of the late rim. At the same time, the stabilization space is filled, whereupon the vertical cylindrical spaces are fitted with concrete reinforcement and poured with concrete. The thermal insulating space is filled with insulating material and a finishing layer consisting of side-by-side corrugated fittings situated in relation to the last layer of masonry fittings is made and fitted with concrete reinforcement, which is connected with concrete reinforcement vertical and poured with concrete .

In a preferred embodiment of the method according to the invention, the reinforcement and the concrete are cast in at least every second vertical circular space.

The advantage of the proposed solution is that in the construction of a vertical wall, it is not a load-bearing, but only prepares a space for thermal insulation and creates a space for a load-bearing structure. After completion of the vertical building structure, it is only by installing the wall reinforcement and pouring concrete that the structure becomes load-bearing.

Another advantage is that in this construction, the construction of the building eliminates most of the thermal bridges, which increases the thermal and acoustic insulation of the building.

Another advantage is the use of dry walling even on more than two floors above each other.

BRIEF DESCRIPTION OF THE DRAWINGS

BRIEF DESCRIPTION OF THE DRAWINGS The invention is explained in more detail with reference to the drawings, in which FIG. 1 shows a masonry fitting in plan view showing section A-A; FIG. 2 shows a masonry fitting in section A-A; 4 is an overall view of the building structure. Giant. 5 shows a frame reinforced concrete building structure in a perspective view.

DETAILED DESCRIPTION OF THE INVENTION

Example 1

A first layer of masonry blocks 6 was laid on the pre-cast concrete foundations. In the body of the masonry fitting 6 there is a heat-insulating space 3, two cylindrical spaces 4 and between them there is a stabilizing space 5. The masonry fitting 6 was based on a meeting, i.e. no vertical gap was left between them.

On this layer, further layers of masonry blocks 4 were always deposited on the binding and at the same time so that the cylindrical spaces 4 were placed one above the other. During this walling, the stabilizing space 5 of the masonry blocks 6 was continuously filled with lightweight concrete. At the same time, during the walling, the thermal insulation space 5 was gradually filled with loose thermal insulation in this case pearl.

After reaching the height of the masonry up to the rim, the concrete reinforcement 6 was installed into the vertical cylindrical spaces 4, ______ which were created during the masonry and were poured with concrete. On the last layer of the wall fittings 1 was immediately deposited a layer of ring fittings 2, which are laid side by side on the binding. These form a mold for making a late rim i.e. horizontal parts of the frame of the supporting structure. Then the ring fittings 2 were fitted with concrete reinforcement 6, which was welded to the vertical concrete reinforcement 6 and poured into concrete.

Example 2

The masonry was made of masonry blocks 1, in the same way as in the previous example, up to the late rim. Since, according to the design calculations, a too high load-bearing capacity of the masonry was not required, the concrete reinforcement 6 was always installed only in every second vertical cylindrical space 4 of masonry made of masonry blocks 1. The procedure was the same as in the previous example.

The stabilization space 5, after hardening of the expanded concrete, prevents lateral collapsing of the masonry and thus takes over the function of the horizontal masonry joint, ie it prevents shear stress in the masonry.

Using this method, a monolytic frame structure is created, since the vertical bearing part is immediately connected and the concrete reinforcement 6 is connected to the horizontal part of the frame.

Industrial applicability

The solution according to the invention is advantageously used in residential and civil construction as well as in industrial and agricultural buildings.

Claims (2)

PATENOVÉ CLAIMS 1. A method of making a frame reinforced concrete building structure by means of fittings, which form a permanent form of monolytic type construction with mating fittings (1) and ring fittings (2), where the walls of the masonry fitting (1) define the thermal insulation space (3). , the cylindrical space (4) for the permanent form of the load-bearing structure and the stabilizing space (5) and the actual walls of the crown fitting (2) define the thermal insulation space (3) and form a permanent form for the horizontal load-bearing structure. characterized in that of the masonry blocks (1) the vertical building structure (4) of each masonry block (1) is stacked up to the height of the seat rim, while at the same time stabilizing space (5), whereupon the vertical cylindrical made by the cylindrical space of the ski slopes filling the spaces (4) with concrete reinforcement (6) and pouring concrete and thermal insulation It is completed and then made with corrugated fittings for binding with respect to the space (3), filled with insulating material finishing layer consisting of (2) placed side by side and situated the last layer of masonry fittings (1). reinforcement (6), which is connected to the concrete reinforcement (6) by vertical and poured concrete. Method for producing a frame reinforced concrete building structure according to claim 1, characterized in that the reinforcement (6) and the concrete are embedded in at least every second vertical circular space (4).