Light steel keel partition wall structure for hospital

By combining concrete wall pads and rebar, the problem of fixing the bottom of the light steel keel partition wall is solved, ensuring the flush installation of decorative panels and the integrity of the floor slab structure, and realizing convenient partition wall installation.

CN223689145UActive Publication Date: 2025-12-19SANYA URBAN CONSTRUCTION ENGINEERING CO LTD +1
View PDF 0 Cites 0 Cited by

Patent Information

Application Number
CN202520004684.6
Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
Filing Date
2025-01-02
Publication Date
2025-12-19
Estimated Expiration
2035-01-02

AI Technical Summary

Technical Problem

The existing lightweight steel keel partition wall is prone to damaging the original floor slab structure when fixed at the bottom, and it is also not conducive to the positioning and installation of decorative panels.

Method used

The system employs a combination of concrete wall pads and rebar anchors. The concrete wall pads are placed between the bottom of the vertical joists and the lower floor slab, while the rebar anchors are connected to the lower floor slab via inverted J-shaped components. Combined with the vertical leveling layer and the wall finish layer, this ensures the partition wall decoration layer is flush and easy to install.

Benefits of technology

This ensures the secure fixing of the light steel keel partition wall, guarantees that the positioning and installation of the decorative panels will not damage the original floor structure, and improves the convenience and sealing of the installation.

✦ Generated by Eureka AI based on patent content.

Smart Images

  • Figure CN223689145U_ABST
    Figure CN223689145U_ABST
Patent Text Reader

Abstract

The utility model discloses a light steel keel partition wall structure for a hospital. The vertical keels are connected between the upper floor slab and the lower floor slab, the horizontal keels are vertically connected to the vertical keels, the rock wool boards are arranged on the inner sides of the adjacent vertical keels, the top connecting nails are connected between the tops of the vertical keels and the upper floor slab, and the concrete wall pads are arranged at the bottoms of the vertical keels. The bottom connecting nails are connected between the bottoms of the vertical keels and the concrete wall pad; and the embedded steel bars are connected between the concrete wall pad and the lower floor slab. Due to the arrangement of the concrete wall pad, it is easy to ensure that the bottom of the vertical keel is conveniently fixed; the concrete wall pad further facilitates positioning and convenient installation of the partition wall decoration layers on the two sides; through the arrangement of the embedded steel bars, the fixation of the bottom is ensured on the basis of not damaging the original floor slab; and through combined arrangement of the vertical leveling layer and the wall facing layer, sealing and decoration of the bottom of the partition wall decoration layer after convenient installation are guaranteed.
Need to check novelty before this filing date? Find Prior Art

Description

TECHNICAL FIELD

[0001] The utility model relates to a partition wall structure technical field, especially a hospital light steel keel partition wall structure. BACKGROUND

[0002] When decorating and renovating in the room, the decorative panel is often set, and the installation of the decorative panel is often installed on the partition wall. The general partition wall is made of masonry structure or cast-in-place concrete, and in order to facilitate construction and installation, light partition wall is often used to separate indoor space. In order to ensure the installation of the decorative panel, the installation of the partition wall needs to be firm, and the existing light steel keel is installed at the top and bottom by screw, and the bottom is directly contacted with the floor slab during screw installation, which destroys the structure of the original floor slab and is not conducive to the positioning and installation of the partition wall decorative panel. UTILITY MODEL CONTENT

[0003] The utility model provides a hospital light steel keel partition wall structure to solve the technical problem of the bottom fixing, overall positioning and convenient installation of light steel keel partition wall.

[0004] In order to achieve the above purpose, the utility model adopts the following technical scheme:

[0005] A hospital light steel keel partition wall structure, comprising an upper floor slab, a lower floor slab, a vertical keel connected between the upper floor slab and the lower floor slab, a horizontal keel connected vertically to the vertical keel, a rock wool board arranged on the inner side of adjacent vertical keels, a top connecting nail connected between the top of the vertical keel and the upper floor slab, a concrete wall pad arranged at the bottom of the vertical keel, a bottom connecting nail connected between the bottom of the vertical keel and the concrete wall pad, and a reinforcing bar connected between the concrete wall pad and the lower floor slab.

[0006] Further, the horizontal keel is provided with a horizontal keel at the top and the bottom, and the top connecting nail or the bottom connecting nail is arranged on the horizontal keel; the horizontal keel is provided with a partition wall decorative layer on the two outer sides.

[0007] Further, the concrete wall pad is made of reinforced concrete and is in strip shape; the thickness of the concrete wall pad corresponds to the width of the horizontal keel; and the upper part of the concrete wall pad extends into the rock wool board.

[0008] Further, the bottom of the concrete wall pad is connected with the lower floor slab, and the middle and lower parts are provided with vertical leveling layers and wall decorative layers on the two sides; wherein the outer surface of the wall decorative layer is flush with the outer surface of the partition wall decorative layer.

[0009] Further, the reinforcing bar comprises a reverse J-shaped piece and a straight piece connected to the middle part of the reverse J-shaped piece, and the straight piece is arranged in the middle part of the concrete wall pad, and the vertical part of the reverse J-shaped piece extends into the lower floor slab.

[0010] Further, detachable connection is achieved between the upper two sides of the vertical keel and the suspended ceiling.

[0011] Further, a hanging rib is connected above the suspended ceiling, and the hanging rib is connected with the upper floor through a top vertical support and a top horizontal support.

[0012] Further, a top connecting corner piece is connected at the top of the top vertical support, and the top connecting corner piece is connected with the upper floor through a top connecting screw.

[0013] The beneficial effects of the utility model are embodied in that:

[0014] The utility model discloses a concrete wall pad is arranged, and the convenient fixing of the bottom of the vertical keel is easily ensured, and the concrete wall pad is further beneficial to the positioning and convenient installation of the two side partition wall decorative layers, the fixing of the bottom is ensured on the basis that the original floor is not damaged through the setting of the planted rib, the sealing and decoration of the bottom after the convenient installation of the partition wall decorative layer are ensured through the joint setting of the vertical leveling layer and the wall facing layer, and other features and advantages of the utility model will be described in the subsequent specification, and part is made obvious from the specification, or is understood through the implementation of the utility model, and the main purpose and other advantages of the utility model can be realized and obtained through the scheme specially pointed out in the specification. DRAWINGS

[0015] Figure 1 It is a schematic diagram of the installation of the light steel keel partition wall structure for hospitals;

[0016] Figure 2 It is a vertical section view of the light steel keel partition wall structure for hospitals;

[0017] Figure 3 It is a schematic diagram of the installation structure of the top of the vertical keel;

[0018] Figure 4 It is a schematic diagram of the installation structure of the top of the top vertical support;

[0019] Figure 5 It is a schematic diagram of the concrete wall pad and the connecting structure thereof.

[0020] The drawings show that: 1 is a vertical keel, 2 is a horizontal keel, 3 is a rock wool board, 4 is an upper floor, 5 is a lower floor, 6 is a suspended ceiling boundary line, 7 is a door hole, 8 is a partition wall decorative layer, 9 is a top vertical support, 10 is a top horizontal support, 11 is a hanging rib, 12 is a suspended ceiling, 13 is a top connecting nail, 14 is a top connecting corner piece, 15 is a top connecting screw, 16 is a bottom connecting nail, 17 is a concrete wall pad, 18 is a vertical leveling layer, 19 is a wall facing layer, and 20 is a planted rib. DETAILED DESCRIPTION

[0021] For example, the light partition wall setting of a hospital is taken as an example, like Figures 1 to 5As shown, the hospital light steel stud partition wall structure comprises an upper floor 4, a lower floor 5, vertical studs 1 connected between the upper floor 4 and the lower floor 5, horizontal studs 2 vertically connected to the vertical studs 1, rock wool boards 3 arranged inside adjacent vertical studs 1, top connecting nails 13 connected between the top of the vertical studs 1 and the upper floor 4, concrete wall pads 17 arranged at the bottom of the vertical studs 1, bottom connecting nails 16 connected between the bottom of the vertical studs 1 and the concrete wall pads 17, and embedded steel bars 20 connected between the concrete wall pads 17 and the lower floor 5. A door opening 7 is further arranged on the partition wall.

[0022] The horizontal studs 2 are provided with horizontal studs 2 at the top and bottom, and the top and bottom of the horizontal studs 2 are provided with top connecting nails 13 or bottom connecting nails 16 at intervals; the horizontal studs 2 are provided with a partition wall decoration layer 8 on the two outer sides.

[0023] The vertical studs 1 and the horizontal studs 2 are made of 75 series light steel stud specifications and sizes.

[0024] In this embodiment, the concrete wall pad 17 is made of reinforced concrete and is in a strip shape; the thickness of the concrete wall pad 17 corresponds to the width of the horizontal stud 2; and the upper part of the concrete wall pad 17 extends into the rock wool board 3. The bottom of the concrete wall pad 17 is connected to the lower floor 5, and the lower middle part is provided with a vertical leveling layer 18 and a wall finish layer 19 on the two sides; the outer surface of the wall finish layer 19 is flush with the outer surface of the partition wall decoration layer 8. The height of the concrete wall pad 17 is 200 mm. The upper 100 mm of the concrete wall pad 17 is connected to the partition wall decoration layer 8 on the two sides, and the lower middle 100 mm is provided with the vertical leveling layer 18 and the wall finish layer 19. The vertical leveling layer 18 is made of plain concrete.

[0025] In this embodiment, the embedded steel bar 20 comprises a reverse J-shaped piece and a straight piece connected to the middle of the reverse J-shaped piece. The straight piece is arranged in the middle of the concrete wall pad 17, and the vertical part of the reverse J-shaped piece extends into the lower floor 5. The embedded steel bar 20 is made of φ8 steel bars with a length of 200 mm.

[0026] In this embodiment, the upper middle part of the vertical stud 1 is further detachably connected to a suspended ceiling 12. The suspended ceiling 12 is connected to a hanging steel bar 11 above. The hanging steel bar 11 is made of φ8 steel bars, and is connected to the upper floor 4 through a top vertical support 9 and a top horizontal support 10. The top of the top vertical support 9 is connected to a top connecting corner piece 14, and the top connecting corner piece 14 is connected to the upper floor 4 through a top connecting screw 15. The top connecting screw 15 is a M12*80 mm galvanized expansion screw, and the top connecting corner piece 14 is an L40*4 mm galvanized angle steel.

[0027] The above is only a preferred specific embodiment of the present application, but the protection scope of the present application is not limited to this. Any changes or replacements within the technical range disclosed by the present application should be covered within the protection scope of the present application.

Claims

1. A hospital light gauge steel stud partition construction, characterised in that, The application relates to a floor system, which comprises an upper floor slab (4), a lower floor slab (5), vertical keels (1) connected between the upper floor slab (4) and the lower floor slab (5), horizontal keels (2) vertically connected to the vertical keels (1), rock wool boards (3) arranged on the inner sides of adjacent vertical keels (1), top connecting nails (13) connected between the top portions of the vertical keels (1) and the upper floor slab (4), concrete wall pads (17) arranged at the bottom portions of the vertical keels (1), bottom connecting nails (16) connected between the bottom portions of the vertical keels (1) and the concrete wall pads (17), and embedded steel bars (20) connected between the concrete wall pads (17) and the lower floor slab (5).

2. A light gauge steel stud partition wall construction for hospitals as defined in claim 1, wherein, The horizontal keels (2) are provided with the horizontal keels (2) at the top portions and the bottom portions, and the top connecting nails (13) or the bottom connecting nails (16) are arranged on the horizontal keels (2) at intervals; the horizontal keels (2) are provided with partition wall decorative layers (8) on the two outer sides.

3. A light-gauge steel stud partition wall construction for hospitals as defined in claim 2, wherein The concrete wall pads (17) are made of reinforced concrete and are in strip shapes; the thicknesses of the concrete wall pads (17) correspond to the widths of the horizontal keels (2); and the upper portions of the concrete wall pads (17) extend into the rock wool boards (3).

4. A light-gauge steel stud partition wall construction for hospitals as defined in claim 3, wherein The bottom portions of the concrete wall pads (17) are connected with the lower floor slab (5), the middle lower portions of the concrete wall pads (17) are provided with vertical leveling layers (18) and wall decorative layers (19) on the two sides; and the outer surfaces of the wall decorative layers (19) are arranged in a flush manner with the outer surfaces of the partition wall decorative layers (8).

5. A light-gauge steel stud partition wall construction for hospitals as defined in claim 4, wherein The embedded steel bars (20) comprise inverted J-shaped pieces and straight pieces connected to the middle portions of the inverted J-shaped pieces, the straight pieces are arranged in the middle portions of the concrete wall pads (17), and the vertical portions of the inverted J-shaped pieces extend into the lower floor slab (5).

6. A light-gauge steel stud partition wall construction for hospitals as defined in claim 1, wherein The vertical keels (1) are detachably connected with suspended ceilings (12) on the two sides of the middle upper portions of the vertical keels (1).

7. A light-gauge steel stud partition wall construction for hospitals as defined in claim 6, wherein The suspended ceilings (12) are connected with embedded steel bars (11) above, and the embedded steel bars (11) are connected with the upper floor slab (4) through top vertical supports (9) and top horizontal supports (10).

8. A light-gauge steel stud partition wall construction for hospitals as defined in claim 7, wherein The top vertical supports (9) are connected with top connecting corner pieces (14) at the top portions, and the top connecting corner pieces (14) are connected with the upper floor slab (4) through top connecting screws (15).