Architectural decoration engineering retro empty lattice wall

By combining structural columns, load-bearing bottom layer, side body, horizontal tie rods, I-beams and vertical bars, the problem of insufficient brickwork restraint was solved, and the stability and structural strength of the perforated wall were improved.

CN224048451UActive Publication Date: 2026-03-27NO 1 CONSTR ENG CO LTD OF GUIZHOU CONSTR & ENG GRP
View PDF 1 Cites 0 Cited by

Patent Information

Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
Filing Date
2025-02-24
Publication Date
2026-03-27

AI Technical Summary

Technical Problem

When existing bricks are used to build walls, especially hollow bricks used to build open walls, the insufficient spacing between the bricks leads to initial instability, particularly the loosening of the bricks at the top of the wall.

Method used

The structure employs a combination of structural columns, load-bearing bottom layer, side body, transverse tie plates, I-beams, and vertical reinforcement. The downward pressure applied by the I-beams is used for limiting the position, and the stability of the brickwork is ensured by concrete pouring and expansion bolt fixing.

Benefits of technology

It effectively solved the problem of insufficient brick placement in the early stages of construction, and improved the stability and structural strength of the openwork wall.

✦ Generated by Eureka AI based on patent content.

Smart Images

  • Figure CN224048451U_ABST
    Figure CN224048451U_ABST
Patent Text Reader

Abstract

The utility model discloses an architectural decoration engineering retro hollow lattice wall which comprises constructional columns with constructional beams at the tops, and the constructional columns are distributed at intervals. Hollow brick bodies which are alternately built are arranged between the constructional columns, the end portions of the hollow brick bodies are vertically pressed and contacted, and spaces are formed between the hollow brick bodies. I-shaped steel is installed at the top of the hollow brick body located at the top of the wall body and fixedly connected with the constructional column through anchoring parts, and the anchoring parts are riveted and fixed to the constructional column through expansion bolts. The hollow brick bodies with the ends in up-down pressing contact are limited through downward pressure applied by the I-shaped steel, and the problem that the brick bodies located on the top of the wall body are not stable due to insufficient limiting in the early stage of masonry is solved.
Need to check novelty before this filing date? Find Prior Art

Description

TECHNICAL FIELD

[0001] The utility model relates to a kind of building decoration engineering retro empty flower wall, belong to building construction technical field. BACKGROUND

[0002] In the process of building decoration construction, the wall with space is formed by using hollow brick to build.

[0003] The existing brick building technology is disclosed in Chinese patent publication No.CN103046665A, which adopts the upper and lower complete surface contact limiting between bricks. However, for the wall with space formed by hollow bricks, only the end part of the bricks is in close contact, and the bricks are only limited by their own weight. The bricks at the top of the wall are unstable at the initial stage of building. SUMMARY

[0004] To solve the above technical problems, the utility model provides a kind of building decoration engineering retro empty flower wall.

[0005] The utility model is realized by the following technical solutions.

[0006] The utility model provides a kind of building decoration engineering retro empty flower wall, comprising:

[0007] The construction column with structure beam is distributed at intervals.

[0008] The hollow bricks are alternately built between the construction columns, and the end part of the hollow bricks is in close contact from top to bottom, forming a space between the hollow bricks.

[0009] The force bottom layer is arranged at the bottom of the construction column, and the force plate formed by cement casting is arranged on the force bottom layer.

[0010] The side body is built by hollow bricks on both sides of the inner edge of the construction column on the force bottom layer, and the hollow bricks and the side body form the wall with space.

[0011] The transverse pull tab is pre-buried in the side body and fixedly connected to the construction column by expansion bolts.

[0012] The I-beam is installed at the top of the hollow bricks at the top of the wall, and the I-beam is fixedly connected to the construction column by anchor and riveted and fixed to the construction column by expansion bolts.

[0013] The vertical rib is penetrated from top to bottom between the end part of the hollow bricks, and the hollow bricks at the vertical rib are filled with concrete.

[0014] The utility model has the advantages that the hollow bricks in close contact from top to bottom are limited by the I-beam, which solves the problem of unstable bricks at the top of the wall at the initial stage of building. Attached Figure Description

[0015] Fig. 1 This is a schematic diagram of the structure of this utility model;

[0016] Fig. 2 This is a front view schematic diagram of the present invention;

[0017] In the diagram: 1-Structural column; 11-Structural beam; 2-Bottom layer under load; 3-Side body; 31-Transverse tie plate; 32-Load-bearing plate; 4-Hollow brick body; 41-Space; 42-Vertical reinforcement; 5-I-beam; 51-Anchor. Detailed Implementation

[0018] The technical solution of this utility model is further described below, but the scope of protection is not limited to what is described.

[0019] like Figs. 1-2 As shown.

[0020] This application discloses a retro-style perforated wall for architectural decoration, comprising:

[0021] The structural columns 1 are formed by casting reinforced concrete and are spaced apart; the top of each structural column 1 has a structural beam 11.

[0022] A load-bearing base layer 2 is constructed at the bottom of the structural column 1 using hollow bricks. A load-bearing plate 32, formed by cement casting, is placed on the load-bearing base layer 2. The load-bearing plate 32 facilitates the distribution of the side bodies 3 and hollow bricks 4 onto the load-bearing base layer 2. Side bodies 3, constructed using hollow bricks, are located on both sides of the inner edge of the structural column 1 on the load-bearing base layer 2. Transverse tie plates 31 are pre-embedded within the side bodies 3 and are fixedly connected to the structural column 1 using expansion bolts. The transverse tie plates 31 are arranged at 500mm intervals.

[0023] The side panels 3 are constructed by alternating hollow bricks 4, with the ends of the hollow bricks 4 pressed together to form gaps 41 between them. Light enters through these gaps 41 to allow flowers to grow and photosynthesize. The hollow bricks 4 and the side panels 3 together form a wall with gaps.

[0024] An I-beam 5 is installed on the top of the hollow brick 4 located at the top of the wall. The I-beam 5 is fixedly connected to the structural column 1 by anchors 51, and the anchors 51 are fixed to the structural column 1 by expansion bolts.

[0025] The hollow bricks 4, which are pressed together at the top and bottom, are limited by the downward pressure applied by the I-beams 5, which solves the problem of insufficient limitation and instability of the bricks at the top of the wall during the initial stage of masonry.

[0026] The hollow brick body 4 is filled with concrete at the position of vertical reinforcement 42.

Claims

1. A retro-style perforated wall for architectural decoration, characterized in that, Include: The construction column (1) with the construction beam (11) on the top, the construction column (1) is distributed at intervals; There are hollow brick bodies (4) alternately built between the construction columns (1), the hollow brick bodies (4) are pressed and contacted up and down at the ends, and the empty spaces (41) are formed between the hollow brick bodies (4).

2. The retro-style openwork wall of an architectural decoration engineering project according to claim 1, characterized in that: There is a force bottom layer (2) at the bottom of the construction column (1), and the force bottom layer (2) has a force plate (32) formed by cement pouring.

3. The retro-style openwork wall of an architectural decoration engineering project according to claim 2, characterized in that: The inner side of the construction column (1) on the force bottom layer (2) is built with side bodies (3) through hollow bricks, and the hollow brick bodies (4) and the side bodies (3) form the empty space wall body.

4. The retro-style openwork wall of an architectural decoration engineering project according to claim 3, characterized in that: The transverse pull tab (31) is pre-buried in the side body (3), and the transverse pull tab (31) is fixedly connected to the construction column (1) through the expansion bolt.

5. The retro-style openwork wall of an architectural decoration engineering project according to claim 1, characterized in that: The I-beam (5) is installed on the top of the hollow brick body (4) at the top of the wall body, the I-beam (5) is fixedly connected with the construction column (1) through the anchor (51), and the anchor (51) is rivet-fixedly connected to the construction column (1) through the expansion bolt.

6. The retro-style openwork wall of an architectural decoration engineering project according to claim 1, characterized in that: The vertical rib (42) is penetrated up and down between the ends of the hollow brick body (4), and the hollow brick body (4) at the vertical rib (42) is poured and filled with concrete.

Citation Information

Patent Citations

  • Insulating mortar strengthening layer rowlock wall with steel wire mesh for setting hose tooth constructional column and manufacturing method thereof

    CN103046665A