CN213741761U

CN213741761U - Connecting node structure is built by laying bricks or stones to facade flower

Info

Publication number: CN213741761U
Application number: CN202021838820.5U
Authority: CN
Inventors: 贾潮; 周峰; 方彬; 章昊
Original assignee: Tianjin Huahui Engineering Architectural Design Co ltd
Current assignee: Tianjin Huahui Engineering Architectural Design Co ltd
Priority date: 2020-08-28
Filing date: 2020-08-28
Publication date: 2021-07-20
Anticipated expiration: 2030-08-28

Abstract

The utility model discloses a facade brick laying connection node structure, which comprises a brick wall built by a plurality of decorative porous bricks, wherein the decorative porous bricks are lapped and built in a staggered joint manner; the steel bar fixing device also comprises longitudinal steel bars, horizontal steel plates, steel bar holes and sleeves; longitudinal steel bars are symmetrically inserted into brick holes on two sides of each decorative perforated brick; the perforated bricks are vertically decorated every six leather layers, horizontal steel plates are flatly paved among the layers, a plurality of steel bar holes are formed in the horizontal steel plates, longitudinal steel bars longitudinally penetrate through the steel bar holes, and a plurality of sleeves are sleeved inside the steel bar holes and outside the bars of the longitudinal steel bars; through grooves are formed in holes in two sides of the uppermost leather decoration perforated brick, the decoration brick is horizontally pushed and embedded in the through grooves, and the through grooves and the holes with the through grooves are filled and sealed. The utility model discloses form horizontal grid atress system of indulging between horizontal to steel sheet and the vertical reinforcing bar, can guarantee the reliability that the wall of the laid bricks is connected with the main part.

Description

Connecting node structure is built by laying bricks or stones to facade flower

Technical Field

The utility model relates to a building field, concretely relates to facade brick flower masonry connected node structure.

Background

The application range of the prior hollow-out brick pattern is low enclosing walls on the ground in houses and gardens or local hollow parts of walls, and the hollow-out brick pattern has the advantages that due to the stress performance problem of the hollow-out brick pattern, the whole layer of building and the large-area application of the brick pattern in the building are fewer, and aiming at the problems, the structure provides a vertical face brick pattern building connection node structure, so that the building attractiveness is met, and meanwhile, the safety requirement of the structure of the brick pattern building wall structure is met.

Disclosure of Invention

In view of the above-identified deficiencies or inadequacies in the prior art, it would be desirable to provide a facade tile masonry joint structure.

According to the technical scheme provided by the embodiment of the utility model, the facade brick laying connection node structure comprises a brick laying wall which is built by a plurality of decorative porous bricks, and the decorative porous bricks are lapped and laid in staggered joints; the steel bar fixing device also comprises longitudinal steel bars, horizontal steel plates, steel bar holes and sleeves; the longitudinal steel bars are symmetrically inserted into brick holes on two sides of each decorative perforated brick; the horizontal steel plates are horizontally laid between every two layers of the vertical decorative perforated bricks every six layers, a plurality of steel bar holes are formed in the horizontal steel plates, the longitudinal steel bars longitudinally penetrate through the steel bar holes, and a plurality of sleeves are sleeved inside the steel bar holes and outside the bar bodies of the longitudinal steel bars; the top skin is provided with through grooves on holes on two sides of the decorative perforated brick, the decorative brick is embedded into the through grooves in a horizontal pushing mode, and the through grooves and the holes with the through grooves are filled and sealed.

The utility model discloses in, through welded fastening between longitudinal reinforcement, sleeve and the reinforcing bar hole.

The utility model discloses in, the quantity of reinforcing bar hole, set up distribution distance and the quantity of longitudinal reinforcement and distribution distance phase-match.

The utility model discloses in, the length of laid bricks wall is less than 4.5 meters, is fixed with the constructional column in the both sides of laid bricks wall, the level is fixed to the pre-buried connecting plate on the both ends of steel sheet and the constructional column.

The utility model discloses in, concrete beam and one of them kind of concrete slab are gone into to the upper end anchor of longitudinal reinforcement.

The utility model discloses in, the level is 5 millimeters to the thickness of steel plate.

In the utility model, the width of the through groove is matched with the thickness of the decorative brick; and the through grooves and the holes of the grooves are filled and sealed by Cb20 filling concrete.

To sum up, the utility model has the advantages that: add the level in the brick wall to steel sheet and longitudinal reinforcement structure, the level forms horizontal grid atress system of indulging between steel sheet and the longitudinal reinforcement, can be in the same place the reliable connection of the brick wall of building with the building main part, guarantees the reliability that the brick wall of building with the main part is connected.

Drawings

Other features, objects and advantages of the invention will become more apparent upon reading of the detailed description of non-limiting embodiments made with reference to the following drawings:

fig. 1 is a schematic structural view of the present invention;

FIG. 2 is an enlarged schematic view of the middle sleeve portion of the present invention;

FIG. 3 is a schematic structural view of a horizontal steel plate according to the present invention;

fig. 4 is a schematic structural view of the through groove portion of the present invention.

Reference numbers in the figures: 1. the brick wall is built by the flower, 2, the porous brick is decorated, 3, the longitudinal steel bar is arranged, 4, the horizontal steel plate is arranged, 5, the hole of the steel bar is arranged, 6, the sleeve is arranged, and 7, the through groove is arranged.

Detailed Description

The present invention will be described in further detail with reference to the accompanying drawings and examples. It is to be understood that the specific embodiments described herein are merely illustrative of the relevant invention and not restrictive of the invention. It should be noted that, for convenience of description, only the portions related to the present invention are shown in the drawings.

It should be noted that, in the present invention, the embodiments and features of the embodiments may be combined with each other without conflict. The present invention will be described in detail below with reference to the accompanying drawings in conjunction with embodiments.

As shown in fig. 1, 2 and 3, the facade brick laying connection node structure comprises a brick wall 1, wherein the brick wall 1 is built by a plurality of decorative porous bricks 2, and the decorative porous bricks 2 are staggered and lapped for the holes; the steel bar fixing device also comprises longitudinal steel bars 3, horizontal steel plates 4, steel bar holes 5 and sleeves 6; the longitudinal steel bars 3 are symmetrically inserted into brick holes on two sides of each decorative perforated brick 2; the decorative perforated bricks 2 are vertically arranged every six sheets, the horizontal steel plates 4 are flatly laid between layers, a plurality of steel bar holes 5 are formed in the horizontal steel plates 4, and the number and the distribution distance of the steel bar holes 5 are matched with the number and the distribution distance of the longitudinal steel bars 3. The longitudinal steel bar 3 longitudinally penetrates through the steel bar hole 5, and a plurality of sleeves 6 are sleeved inside the steel bar hole 5 and outside a bar body of the longitudinal steel bar 3;

as shown in fig. 4, through grooves 7 are formed in holes at two sides of the uppermost decorative perforated brick 2, the decorative brick is horizontally pushed and embedded in the through grooves 7, and the through grooves 7 and the holes with the through grooves 7 are filled and sealed. The width of the through groove 7 in the groove is matched with the thickness of the decorative brick; and the through groove 7 and the slotted hole are filled and sealed by Cb20 filling concrete.

In this structure, through welded fastening between longitudinal reinforcement 3, sleeve 6 and the reinforcing bar hole 5, guarantee the connection quality.

In this structure, the length of the brick wall of flowers 1 is less than 4.5 meters, is fixed with the constructional column in the both sides of brick wall of flowers 1, the level is fixed to the pre-buried connecting plate on the both ends of steel sheet 4 and the constructional column.

In this structure, the upper ends of the longitudinal reinforcing bars 3 are anchored to one of a concrete beam and a concrete slab.

In this structure, the thickness of the horizontal steel plate 4 is 5 mm.

In the structure, when the height of the brick wall 1 is less than 3.5 m, the longitudinal steel bars 3 are steel bars with the diameter of 12 mm; when the height of the brick wall 1 is larger than 3.5 m, the longitudinal steel bars 3 are steel bars with the diameter of 14 mm.

This structure is applicable to the building facade and for the decoration brick and when the fretwork is laid by pattern (do not have the wall lining), the level in this structure is to forming between steel sheet 4 and the longitudinal reinforcement 3 and violently indulge net atress system, with the reliable connection of the brick wall of laying by pattern 1 and building subject together, this structure is taken the structure way in order to guarantee the reliability that brick wall of laying by pattern and main part are connected. The structure is only used in areas with 6 degrees of seismic fortification intensity, and the longitudinal steel bars 3 need to be re-galvanized or equivalently protected steel bars.

The foregoing description is only exemplary of the preferred embodiments of the invention and is provided for the purpose of illustrating the general principles of the invention. Meanwhile, the scope of the present invention is not limited to the specific combinations of the above-described technical features, and other technical features or equivalent features may be combined arbitrarily without departing from the scope of the present invention. For example, the above features and (but not limited to) technical features having similar functions disclosed in the present invention are mutually replaced to form the technical solution.

Claims

1. The vertical face brick laying connection node structure comprises a brick laying wall (1), wherein the brick laying wall (1) is built by a plurality of decorative porous bricks (2), and the decorative porous bricks (2) are lapped and laid in staggered joints; the steel bar reinforced concrete structure is characterized by further comprising longitudinal steel bars (3), horizontal steel plates (4), steel bar holes (5) and sleeves (6); the longitudinal steel bars (3) are symmetrically inserted into brick holes on two sides of each decorative perforated brick (2); the decorative porous bricks (2) are vertically arranged every six sheets, the horizontal steel plates (4) are flatly laid between layers, a plurality of steel bar holes (5) are formed in the horizontal steel plates (4), the longitudinal steel bars (3) longitudinally penetrate through the steel bar holes (5), and a plurality of sleeves (6) are sleeved inside the steel bar holes (5) and outside the bars of the longitudinal steel bars (3); the top skin is provided with a through groove (7) on the holes at the two sides of the decorative perforated brick (2), the decorative brick is embedded into the through groove (7) by flat pushing, and the through groove (7) and the through hole (7) are filled and sealed.

2. The facade brick masonry joint structure according to claim 1, characterized in that: and the longitudinal steel bars (3), the sleeve (6) and the steel bar holes (5) are fixed by welding.

3. The facade brick masonry joint structure according to claim 1, characterized in that: the number and the distribution distance of the steel bar holes (5) are matched with the number and the distribution distance of the longitudinal steel bars (3).

4. The facade brick masonry joint structure according to claim 1, characterized in that: the length of the brick wall (1) is less than 4.5 meters, constructional columns are fixed on two sides of the brick wall (1), and the two ends of the horizontal steel plate (4) are fixed with embedded connecting plates on the constructional columns.

5. The facade brick masonry joint structure according to claim 1, characterized in that: the upper ends of the longitudinal steel bars (3) are anchored into one of a concrete beam and a concrete slab.

6. The facade brick masonry joint structure according to claim 1, characterized in that: the thickness of the horizontal steel plate (4) is 5 mm.

7. The facade brick masonry joint structure according to claim 1, characterized in that: the width of the through groove (7) in the groove is matched with the thickness of the decorative brick; and the through groove (7) and the slotted hole are filled and sealed by Cb20 hole filling concrete.