CN216553266U - Assembled peripheral protective system node - Google Patents

Abstract

The utility model relates to the technical field of architectural decoration, and discloses an assembled external enclosure system node which comprises a concrete beam, a non-masonry non-bearing enclosure wall and a concrete column beam, wherein the outer surfaces of the concrete beam and the non-masonry non-bearing enclosure wall are respectively provided with a connecting mechanism for connecting the concrete beam and the non-masonry non-bearing enclosure wall. This assembled peripheral protective system node, through under wind load effect or structure horizontal load effect of earthquake, be in the tilt state between concrete beam and the concrete column roof beam, can guarantee the coordination of deformation, non-bearing enclosure wall deformation is built by laying bricks or stones has the followability, realize that the structure is non-to build by laying bricks or stones the performance requirement of non-bearing enclosure wall, through extending the bolt, the tram bolt is squeezed into the mounting groove with pre-buried pull explosion bolt, fasten with gasket and fastening nut, can guarantee structural connection's security, also satisfy the heat preservation of building, waterproof and fire-proof service function, can not influence the outer facade of building.

Description

Assembled peripheral protective system node

Technical Field

The utility model relates to the technical field of architectural decoration, in particular to an assembled external enclosure system node.

Background

The structure system of the assembly type steel structure building is an assembly type building consisting of steel pieces, the enclosure system is a key factor for the assembly type building, the steel structure system must be tightly matched with the enclosure system and harmoniously unified, such as a frequently used square column and an external wall panel system, the steel structure building is a mature building structure system applied to office building buildings, and the steel structure house has the advantages of light weight, high strength, good ductility, large structural grid, flexible spatial layout, small members, large use area, high factory degree, short construction period and the like.

The enclosure wall of the conventional assembly type external enclosure system node has high self rigidity, and no margin is left between the enclosure wall and beams and columns, so that the enclosure wall cannot be displaced relatively under the action of horizontal earthquake load, the coordination of the enclosure wall cannot be ensured, and the assembly type external enclosure system node is inconvenient to use, so that the problem is solved.

SUMMERY OF THE UTILITY MODEL

Aiming at the defects of the prior art, the utility model provides an assembled external enclosure system node which has the advantage of capability of generating relative displacement under the action of horizontal earthquake load and solves the problem that the relative displacement cannot be generated under the action of horizontal earthquake load.

In order to realize the purpose of relative displacement under the action of horizontal earthquake load, the utility model provides the following technical scheme: an assembled external enclosure system node comprises a concrete beam, a non-masonry non-bearing enclosure wall and a concrete column beam, the outer surfaces of the concrete beam and the non-masonry non-bearing enclosure wall are respectively provided with a connecting mechanism for connecting the concrete beam and the non-masonry non-bearing enclosure wall, the connecting mechanism comprises an extension bolt, a carriage bolt, a pre-embedded tension explosion bolt, a steel plate, a gasket and a fastening nut, the outer surfaces of the concrete beam and the non-masonry non-bearing enclosure wall are respectively provided with an extension bolt, one side of the extension bolt far away from the concrete beam and one side of the non-masonry non-bearing enclosure wall are respectively fixedly connected with a carriage bolt, one side of the extension bolt, which is far away from the extension bolt, is provided with a pre-buried tension explosion bolt, the outer surface of the extension bolt is sleeved with a steel plate, the outer surface of the extension bolt is sleeved with a gasket corresponding to the steel plate, and the outer surface of the extension bolt is in threaded connection with a fastening nut corresponding to the gasket.

Further, the concrete beam and the non-masonry non-bearing enclosure wall are connected with the extension bolt and the pre-buried tension explosion bolt through mounting grooves, the mounting grooves are matched with the extension bolt and the pre-buried tension explosion bolt, and the extension bolt is connected with the pre-buried tension explosion bolt through a clamping groove in an inserting mode.

Furthermore, seam plugging layers are fixedly arranged on opposite sides of the concrete beam and the non-masonry non-bearing enclosure wall, the seam plugging layers are made of special caulking agents, special sealing glue, PE rods and rock wool, and the seam plugging layers are in contact with the steel plates.

Furthermore, the steel plate is in contact with the concrete beam and the non-masonry non-bearing enclosure wall, and the concrete beam is fixedly connected with the concrete column beam.

Furthermore, the combination shape of concrete beam and concrete column roof beam is the groined type, the gasket contacts with fastening nut.

Further, the inside of steel sheet has been seted up and has been reserved the trompil, the steel sheet cup joints with the extension bolt through reserving the trompil.

Compared with the prior art, the utility model provides an assembled external enclosure system node, which has the following beneficial effects:

the assembled external enclosure system node is characterized in that by arranging a concrete beam, a non-masonry non-bearing enclosure wall and a concrete column beam, under the action of wind load or horizontal earthquake load of the structure, the concrete beam and the concrete column beam are in an inclined state, the coordination of deformation can be ensured, the deformation of the non-masonry non-bearing enclosure wall has followability, the performance requirement of the non-masonry non-bearing enclosure wall of the structure is realized, by arranging the extension bolt, the carriage bolt, the pre-embedded tension explosion bolt, the steel plate, the gasket and the fastening nut, the extension bolt, the carriage bolt and the pre-embedded tension explosion bolt are driven into the mounting groove, the building external vertical face is not affected, and the problem that relative displacement can not occur under the action of earthquake horizontal load is solved.

Drawings

FIG. 1 is a front cross-sectional view of the structure of the present invention;

FIG. 2 is a left side view of the structure of the present invention;

FIG. 3 is a side schematic view of a structural steel panel of the present invention;

fig. 4 is a schematic diagram of a variation of the non-masonry, non-load-bearing enclosure wall of the present invention.

In the figure: 1 concrete beam, 2 seam plugging layers, 3 non-masonry non-bearing enclosure walls, 4 steel plates, 5 carriage bolts, 6 pre-embedded tension-explosion bolts, 7 gaskets, 8 fastening nuts, 9 reserved holes, 10 concrete column beams and 11 extension bolts.

Detailed Description

The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all of the embodiments. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.

Referring to fig. 1-4, an assembled external enclosure system node comprises a concrete beam 1, a non-masonry non-load-bearing enclosure wall 3 and a concrete column beam 10, wherein the outer surfaces of the concrete beam 1 and the non-masonry non-load-bearing enclosure wall 3 are respectively provided with a connecting mechanism for connecting the concrete beam 1 and the non-masonry non-load-bearing enclosure wall 3;

wherein, coupling mechanism is including extending bolt 11, carriage bolt 5, pre-buried draw blast bolt 6, steel sheet 4, gasket 7 and fastening nut 8, concrete beam 1 all is provided with extension bolt 11 with the surface of non-bearing enclosure wall 3 of non-building, the equal fixedly connected with carriage bolt 5 in one side that concrete beam 1 and non-bearing enclosure wall 3 were kept away from to extension bolt 11, one side that extension bolt 11 was kept away from to extension bolt 11 is provided with pre-buried draw blast bolt 6, steel sheet 4 has been cup jointed to the surface of extension bolt 11, the surface of extension bolt 11 has cup jointed the gasket 7 corresponding with steel sheet 4, gasket 7 has anti-skidding effect to fastening nut 8, make can not take place the rotation again after screwing up fastening nut 8, the surface threaded connection of extension bolt 11 has fastening nut 8 corresponding with gasket 7.

It should be noted that both the steel plate 4 and the washer 7 are sleeved with the carriage bolt 5.

Referring to fig. 1-2, a joint plugging layer 2 is fixedly installed on the opposite sides of a concrete beam 1 and a non-masonry non-load-bearing enclosure wall 3, the joint plugging layer 2 is made of a special caulking agent, a special sealant, a PE rod and rock wool, the joint plugging layer 2 is in contact with a steel plate 4, the concrete beam 1 and the non-masonry non-load-bearing enclosure wall 3 are both connected with an extension bolt 11 and a pre-buried tension-explosion bolt 6 through an installation groove, the installation groove is matched with the extension bolt 11 and the pre-buried tension-explosion bolt 6, and the extension bolt 11 is inserted into the pre-buried tension-explosion bolt 6 through a clamping groove.

In this embodiment, the stability of the connection structure can be ensured under the connection of the pre-buried tension explosion bolt 6 and the extension bolt 11.

Referring to fig. 3, a reserved opening 9 is formed in the steel plate 4, and the steel plate 4 is sleeved with an extension bolt 11 through the reserved opening 9.

It should be noted that the shape of the reserved hole 9 is an ellipse, so that the steel plate 4 can displace under the action of a horizontal load, and the situation that the displacement cannot change and break due to the circular reserved hole 9 is avoided.

Referring to fig. 4, a steel plate 4 is in contact with a concrete beam 1 and a non-masonry non-load-bearing enclosure wall 3, the concrete beam 1 is fixedly connected with a concrete column beam 10, the combination shape of the concrete beam 1 and the concrete column beam 10 is a groined shape, relative displacement of the non-masonry non-load-bearing enclosure wall 3 is facilitated, and a gasket 7 is in contact with a fastening nut 8.

This embodiment is when using, reserves pre-buried pull explosion bolt 6 and extension bolt 11 in advance, pours concrete beam 1 and concrete column roof beam 10 again, when installing non-bearing enclosure wall 3 is built by laying bricks or stones to the non-bearing, steel sheet 4 counterpoints with extension bolt 11, and gasket 7 counterpoints with extension bolt 11, finally with fastening nut 8 and carriage bolt 5 threaded connection to fix gasket 7 and steel sheet 4.

The beneficial effects of the above embodiment are as follows: the assembled external enclosure system node is characterized in that by arranging a concrete beam 1, a non-masonry non-bearing enclosure wall 3 and a concrete column beam 10, under the action of wind load or the horizontal earthquake load of the structure, the concrete beam 1 and the concrete column beam 10 are in an inclined state, the coordination of deformation can be ensured, the deformation of the non-masonry non-bearing enclosure wall 3 has the followability, the performance requirement of the non-masonry non-bearing enclosure wall 3 of the structure is realized, by arranging the extension bolt 11, the carriage bolt 5, the pre-embedded tension explosion bolt 6, the steel plate 4, the gasket 7 and the fastening nut 8, the extension bolt 11, the carriage bolt 5 and the pre-embedded tension explosion bolt 6 are driven into the mounting groove, the gasket 7 and the fastening nut 8 are used for fastening, so that the safety of structural connection can be guaranteed, the heat-insulating, waterproof and fireproof use functions of a building are met, the outer vertical surface of the building cannot be affected, and the problem that relative displacement cannot occur under the action of horizontal earthquake loads is solved.

It is noted that, herein, relational terms such as first and second, and the like may be used solely to distinguish one entity or action from another entity or action without necessarily requiring or implying any actual such relationship or order between such entities or actions. Also, the terms "comprises," "comprising," or any other variation thereof, are intended to cover a non-exclusive inclusion, such that a process, method, article, or apparatus that comprises a list of elements does not include only those elements but may include other elements not expressly listed or inherent to such process, method, article, or apparatus. Without further limitation, an element defined by the phrase "comprising an … …" does not exclude the presence of other identical elements in a process, method, article, or apparatus that comprises the element.

Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the utility model, the scope of which is defined in the appended claims and their equivalents.

Claims (6)

1. The utility model provides an assembled outer enclosure system node, includes concrete beam (1), non-bearing enclosure wall (3) and concrete column roof beam (10) are built by laying bricks or stones to the non-, its characterized in that: the outer surfaces of the concrete beam (1) and the non-masonry non-bearing enclosure wall (3) are respectively provided with a connecting mechanism for connecting the concrete beam (1) and the non-masonry non-bearing enclosure wall (3);

the connecting mechanism comprises an extension bolt (11), a carriage bolt (5), an embedded tension explosion bolt (6), a steel plate (4), a gasket (7) and a fastening nut (8), the outer surfaces of the concrete beam (1) and the non-masonry non-bearing enclosure wall (3) are provided with extension bolts (11), one side of the extension bolt (11) far away from the concrete beam (1) and the non-masonry non-bearing enclosure wall (3) is fixedly connected with a carriage bolt (5), one side of the extension bolt (11) far away from the extension bolt (11) is provided with a pre-embedded tension explosion bolt (6), the outer surface of the extension bolt (11) is sleeved with a steel plate (4), the outer surface of the extension bolt (11) is sleeved with a gasket (7) corresponding to the steel plate (4), and the outer surface of the extension bolt (11) is in threaded connection with a fastening nut (8) corresponding to the gasket (7).

2. A fabricated peripheral protection system node in accordance with claim 1, wherein: the concrete beam (1) and the non-masonry non-bearing enclosure wall (3) are connected with the extension bolt (11) and the pre-buried tension-explosion bolt (6) through mounting grooves, the mounting grooves are matched with the extension bolt (11) and the pre-buried tension-explosion bolt (6), and the extension bolt (11) is connected with the pre-buried tension-explosion bolt (6) in an inserting mode through a clamping groove.

3. A fabricated peripheral protection system node in accordance with claim 1, wherein: the concrete beam (1) and the opposite side of the non-masonry non-bearing enclosure wall (3) are fixedly provided with joint plugging layers (2), the joint plugging layers (2) are made of special caulking agents, special sealing glue, PE rods and rock wool, and the joint plugging layers (2) are in contact with steel plates (4).

4. The fabricated peripheral protection system node of claim 1, wherein: the steel plate (4) is in contact with the concrete beam (1) and the non-masonry non-bearing enclosure wall (3), and the concrete beam (1) is fixedly connected with the concrete column beam (10).

5. A fabricated peripheral protection system node in accordance with claim 1, wherein: the combined shape of the concrete beam (1) and the concrete column beam (10) is in a groined shape, and the gasket (7) is in contact with the fastening nut (8).

6. A fabricated peripheral protection system node in accordance with claim 1, wherein: reserved opening holes (9) are formed in the steel plate (4), and the steel plate (4) is sleeved with the extension bolts (11) through the reserved opening holes (9).

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