CZ2013460A3 - Connecting modules for building structures - Google Patents

Abstract

The connecting module of the building structures, in particular for connecting the vertical reinforced concrete column (S) and the horizontal reinforced concrete beams (P), with the possibility of disassembling and reassembling them elsewhere, consists of joined anchor plates (1) and bearing metal plates (4) slipped on from above to the mounting elements (2) attached to the anchor plates (1). The anchor plates (1) are built into the side walls of the vertical reinforced concrete column (S) from both sides by means of anchor reinforcement and the metal support plates (4) are incorporated into the reinforced concrete beams (P) by means of anchor reinforcement.

Description

Technical field

The invention relates to connection modules for building structures in modular design of vertical and horizontal structures provided with connection elements. It is a prefabricated system with removable elements, with the possibility of changing their stiffness, and with the possibility of disassembling and reassembling elsewhere. It is therefore a so-called “dry joint, without grouting with concrete or without welding, allowing easy disassembly and relocation and reassembly.

BACKGROUND OF THE INVENTION

Similar systems are disclosed in numerous patents. For example, Japanese Patent Application JP 11256728 (A), published September 21, 1999, Bracket, joint and fixing method, by BHP STEEL JLA

PTY LTD,

JP. The bracket is formed by a web material provided with a contact portion of a planar wall mounting assembly with a base anchoring portion.

The attachment part is attached to the wall frame and the base anchoring part is attached to the building element to the top surface of the concrete slab.

In this case it is only a detachable connection of the base anchoring part to the upper surface of the concrete slab.

Another example is Japanese Patent Specification JP 2003064766, published March 5, 2003, Precast concrete wall and its construction method, by NIPPON KAISER KK, JP.

A prefabricated concrete wall is made between the upper deck and the lower deck using a prefabricated concrete wall slab located therebetween. A tie rod extending from the upper surface of the lower deck is inserted into the insertion hole on the lower surface of the prefabricated concrete wall plate, a tie rod extending from an elongated hole on the lower surface of the prefabricated upper floor is inserted into the insertion hole on the upper face of the precast concrete wall plate. around a portion housed in the elongated bolt hole. It is a relatively complicated construction, which is already outdated.

Another example is German Utility Model DE 20307595 (U1), published on July 10, 2003, Method for joining concrete panels in a building with a threaded sleeve in one panel and a guide sleeve for a threaded fastener in an adjoining panel. threaded sleeve in one panel and guide sleeve for threaded clamp in the attached panel), applicant Veit Dennert KG Baustoffbetriebe, DE. It is a wall structure with at least two mutually rectangular wall elements in the form of prefabricated concrete parts and at least two screw elements between the wall elements, where the screw elements have a threaded sleeve firmly embedded in the wall element, a through hole arranged correctly to the threaded sleeve through the wall element, and a screw bolt engaging through the through-bore with the threaded sleeve. In addition, there is an insert which closes the mounting hole in the thermal insulation layer after assembly. The advantage is the joining of the wall elements by screw bolts, but the disadvantage is the possible disassembly of the wall elements associated with the problematic removal of the inset part from the mounting hole.

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Another example is EP 1 405 957, published on April 7, 2004, Concealed console joint, by Tartuntamarkkinointi OY, Finland (FI). The recessed cantilever joint is used to connect vertical and horizontal frame elements in buildings. The cantilevered connection comprises a coupling adapter by means of which a connection can be made by joining the first and second coupling elements without any parts extending from the horizontal frame element. Said second coupling element comprises a gap which is open at its lower end and through which the bracket portion of the coupling adapter can be received in the second coupling element. Again, it is a relatively complex construction, which is already outdated.

Another example is the international patent application WO 201 ^ 006 ^ 7 64 A1, published on 19.01.2012, Connecting structure for embedded-type composite profile, by Ningbo Bangda Ind Co. Ltd., China (CN). ). The joining structure for the flush-type composite profile comprises a standing column and beams that are in the form of thin-walled column bodies formed by alternately supporting elongate members. The standing column and the beams are vertically connected by a connected joint comprising a bottom plate and a yoke projection provided with a cavity in a vertical direction to the bottom plate. The yoke protrusion and the beams are connected by a sliding fit and the lower plate and the side wall of the standing column are connected by a fastening element. This is a relatively advantageous design solution, but the structure is again quite complex and is already outdated.

Another example is the international patent application, WO 201 ^ 6.4 ^ 905 A1 published on 08.11.2012, Beam hanger, building 3framework structure and instalation, by Yang Dongzuo, CN.

The beam hinge comprises an integral coupling insert or support joint, a hinge portion and a connecting portion. The frame structure of the building comprises at least two beam hinges, both ends of the beam being fastened by an integral coupling insert or a support joint. The beam is directly supported by the suspension part on which it is suspended. The assembly method comprises the following steps: inserting both ends of the beams into the beams of the beam, slidingly connecting the beam and the beams of the beam, suspending the beam's beam to the respective beam, adjusting the relative positions between the beam and the beams, and fastening the beams with the beams. It is an advanced design solution, allowing relatively easy assembly and disassembly, but containing different design elements from the design claimed.

SUMMARY OF THE INVENTION

These drawbacks are largely eliminated by the structural modules of the structures, in particular for joining the vertical reinforced concrete pillar and horizontal reinforced concrete beams, with the possibility of disassembling and reassembling elsewhere, according to the invention, which consists of connected anchor plates and bearing metal plates slid from above onto the mounting elements attached to the anchor plates.

In one embodiment, the anchor plates are embedded in the side walls of the vertical reinforced concrete column from both sides by means of the anchor reinforcement, and the metal support plates are embedded in the faces of the reinforced concrete beams by means of the anchor reinforcement.

In a further embodiment, the metal mounting elements are fixed to the anchor plates by fastening screws.

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BRIEF DESCRIPTION OF THE DRAWINGS FIG

BRIEF DESCRIPTION OF THE DRAWINGS The invention will be explained in more detail with reference to the drawing, in which: Fig. 1 shows a vertical pillar connection module with a horizontal die on one side and Fig. 2 shows a vertical pillar connection module with a horizontal die on both sides.

DETAILED DESCRIPTION OF THE INVENTION

Fig. 1 shows a connection module connecting a vertical reinforced concrete column S with a horizontal reinforced concrete beam

P. The vertical reinforced concrete column S is provided on both sides with anchor plates 1, which are built into it by means of anchor reinforcement. Furthermore, there is shown one horizontal reinforced concrete beam P, in which an anchorage plate 4 is inserted by means of anchoring reinforcement, slid from above onto a shaped mounting element 2, not shown, attached to the anchorage plate 1, which is covered on this side by the insertion plate 4. not visible. The shaped fitting 2 itself is shown on the other side of the upright S, where it is attached to the outside of the anchor plate 1, and is ready to slide a metal plate (not shown) provided with a cut-out of a complementary shape to the fitting fitting 2.

The mounting element 2 is in the shape of an inverted U and is provided with a recess for locating the metal support plate 4 provided with a recess for mounting on the mounting element 2, the mounting of the mounting element 2 preventing release of the die P from the S-column. if necessary.

Fig. 2 shows, in contrast to Fig. 1, two horizontal reinforced concrete beam P, with built-in metal support plates 4, which are pushed from both sides from above to shaped fitting elements 2, fastened to anchoring plates 1 built into the vertical column S .

The connection module according to FIGS. 1 and 2 consists of connected anchoring plates 1 and bearing metal plates 4 slid from above onto the mounting elements 2 attached to the anchor plates 1.

The design of the connection module enables easy connection and disconnection of vertical reinforced concrete column S and horizontal reinforced concrete beams P.

Industrial applicability

The connection module according to the invention finds use in the construction of both temporary and permanent buildings.

Claims (3)

PATENT CLAIMS Connection module for building structures, in particular for joining a vertical reinforced concrete column (S) and horizontal reinforced concrete beams (P), with the possibility of their disassembly and reassembly at another location, characterized in that it consists of connected anchor plates (1) and from metal support plates (4) slid from above onto the mounting elements (2) attached to the anchor plates (1). Connection module according to claim 1, characterized in that the anchor plates (1) are installed by means of anchor reinforcement in the side walls of the vertical reinforced concrete column (S) from both sides thereof and the metal support plates (4) are incorporated into fronts of reinforced concrete dies (P). ť> Connection module according to claims 1 and 2, characterized in that the metal mounting elements (2) are fastened to the anchor plates (1) by fastening screws (3).