CN212405613U - A non-bearing individual layer partition wall connected node structure for industrial building reconstruction - Google Patents
A non-bearing individual layer partition wall connected node structure for industrial building reconstruction Download PDFInfo
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- CN212405613U CN212405613U CN202020390018.8U CN202020390018U CN212405613U CN 212405613 U CN212405613 U CN 212405613U CN 202020390018 U CN202020390018 U CN 202020390018U CN 212405613 U CN212405613 U CN 212405613U
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- gypsum
- steel plate
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Abstract
The utility model provides a non-bearing single-layer partition wall connecting node structure for reconstruction of industrial buildings, which comprises a gypsum hollow batten, a steel column, a steel plate card, a caulking gypsum layer, a reinforcing plate, an alkali-resistant mesh fabric and a plastering layer; the steel column is arranged along the through length of the hollow gypsum batten, a plurality of steel plate clamps are uniformly fixed on two opposite surfaces of the steel column connected with the hollow gypsum batten through screws, the steel plate clamps are U-shaped galvanized steel plate clamps, the steel plate clamps on two sides are symmetrically arranged, openings of the steel plate clamps face the hollow gypsum battens on two sides respectively, the end portions of the hollow gypsum battens are bonded and fixed on the steel plate clamps through caulking gypsum layers, a plurality of reinforcing plates are uniformly arranged on the other two opposite surfaces of the steel column along the length direction of the steel column, each reinforcing plate is fixed on the sides of the steel plate clamps through screws or welded and fixed, alkali-resistant gridding cloth is fully bonded on the rectangular cross section elongated slots on the inner side and the outer side through caulking gypsum layers, and the outer surfaces of the reinforcing.
Description
Technical Field
The utility model relates to a construction technical field is connected to the partition wall, especially relates to a non-bearing individual layer partition wall connected node structure for industrial building reconstruction.
Background
The gypsum hollow lath is one of gypsum boards, is a hollow lath prepared by taking building gypsum as a base material and mixing inorganic lightweight aggregate and inorganic fiber reinforced materials, and is mainly used for non-bearing partition walls of buildings; a plurality of adjacent gypsum hollow battens are sequentially spliced to form a non-bearing partition wall; the existing gypsum hollow laths are poor in connection, installation and treatment, some gypsum hollow laths are directly bonded and fixed by a gypsum binder, the structural strength is low, the firmness is poor, and the partition wall is very fragile, so that a non-bearing single-layer partition wall connection node structure for reconstruction of an industrial building is urgently needed.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to prior art's defect and not enough, provide a non-bearing individual layer partition wall connected node structure for industrial building reconstruction, adopt the utility model discloses a structure adopts steel column, steel sheet card and caulking gypsum layer to cooperate between the hollow slat of adjacent gypsum to connect, is equipped with reinforcing plate and alkali-resistant net cloth and carries out the enhancement connection, has guaranteed the structural strength of the hollow slat junction of adjacent gypsum, and the fastness is good, partition wall long service life.
In order to achieve the above object, the utility model adopts the following technical scheme: a non-bearing single-layer partition wall connecting node structure for reconstruction of industrial buildings comprises a gypsum hollow batten, a steel column, a steel plate clamp, a caulking gypsum layer, a reinforcing plate, an alkali-resistant mesh fabric and a plastering layer; the gypsum hollow laths comprise lath bodies, uniformly distributed cavities in the lath bodies, arc-section long grooves arranged in the middle of the end parts of the two sides of the lath bodies in a through length mode and rectangular-section long grooves arranged in the inner side and the outer side of the end parts in a through length mode, and a plurality of adjacent gypsum hollow laths are connected in sequence through steel columns to form a non-bearing single-layer partition wall; the steel column is of a rectangular section steel tube structure, the steel column is arranged along the whole length of the gypsum hollow slat, a plurality of steel plate cards are uniformly fixed on two opposite surfaces of the steel column connected with the gypsum hollow slat by screws, the steel plate card is a U-shaped galvanized steel plate card, the steel plate cards on two sides are symmetrically arranged, openings of the steel plate cards are respectively towards gypsum hollow plates on two sides, the end parts of the gypsum hollow plates are bonded and fixed on the steel plate card by adopting caulking gypsum layers, the caulking gypsum layers are filled with arc-shaped cross section long grooves and uniformly coated on the end faces of the gypsum hollow plates and in rectangular cross section long grooves on the inner side and the outer side, a plurality of reinforcing plates are uniformly arranged on the other two opposite faces of the steel column along the length direction of the steel column, each reinforcing plate is fixed on the sides of the steel plate cards on two sides by adopting screws or welding, alkali-resistant mesh cloth is fully adhered on the rectangular cross section long grooves on the inner side and the outer side by adopting the caulking gypsum layers, and.
Preferably, the distance between the steel plate cards is 800-1000 mm.
Preferably, the outer surfaces of two sides of the hollow gypsum lath are constructed with plastering layers.
The utility model has the advantages that: adopt the utility model discloses a structure adopts steel column, steel sheet card and caulking gypsum layer to cooperate between the hollow slat of adjacent gypsum to connect, is equipped with reinforcing plate and alkali-resistant net cloth and carries out the enhancement connection, has guaranteed the structural strength of the hollow slat junction of adjacent gypsum, and the fastness is good, partition wall long service life.
Drawings
The accompanying drawings, which are included to provide a further understanding of the invention and are incorporated in and constitute a part of this application, illustrate embodiment(s) of the invention and together with the description serve to explain the principles of the invention.
Fig. 1 is a schematic view of a non-bearing single-layer partition wall connection node structure for reconstruction of an industrial building.
FIG. 2 is a schematic view of the structure of a gypsum hollow lath.
Wherein: 1 is a gypsum hollow lath, 2 is a steel column, 3 is a steel plate clamp, 4 is a caulking gypsum layer, 5 is a reinforcing plate, 6 is an alkali-resistant mesh cloth, 7 is a plastering layer, 1-1 is a lath body, 1-2 is a cavity, 1-3 is an arc section elongated slot, and 1-4 is a rectangular section elongated slot.
Detailed Description
The present invention will be described in further detail with reference to the accompanying drawings 1-2.
As shown in fig. 1-2, a non-bearing single-layer partition wall connection node structure for reconstruction of industrial buildings comprises a gypsum hollow lath 1, a steel column 2, a steel plate clip 3, a caulking gypsum layer 4, a reinforcing plate 5, an alkali-resistant mesh fabric 6 and a plastering layer 7; the gypsum hollow batten 1 comprises a batten body 1-1, uniformly distributed cavities 1-2 in the batten body 1-1, arc-section long grooves 1-3 arranged in the middle of the end parts of the two sides of the batten body 1-1 in a through manner, and rectangular-section long grooves 1-4 arranged in the inner side and the outer side of the end parts in a through manner, and a plurality of adjacent gypsum hollow battens 1 are sequentially connected by steel columns 2 to form a non-bearing single-layer partition wall; the steel column 2 is a rectangular section steel tube structure, the steel column 2 is arranged along the whole length of the gypsum hollow lath 1, a plurality of steel plate clamps 3 are uniformly fixed on two opposite surfaces of the steel column 2 connected with the gypsum hollow lath 1 by screws, the steel plate clamps 3 are U-shaped galvanized steel plate clamps, the steel plate clamps 3 on two sides are symmetrically arranged, the openings of the steel plate clamps 3 respectively face the gypsum hollow lath 1 on two sides, the end parts of the gypsum hollow lath 1 are bonded and fixed on the steel plate clamps 3 by caulking gypsum layers 4, the caulking gypsum layers 4 are filled in arc section elongated slots 1-3 and uniformly coated on the end surfaces of the gypsum hollow lath 1 and in rectangular section elongated slots 1-4 on the inner side and the outer side, a plurality of reinforcing plates 5 are uniformly arranged on the other two opposite surfaces of the steel column 2 along the length direction, each reinforcing plate 5 is fixed on the side edges of the steel plate clamps 3 on two sides by screws or welding, alkali-resistant gridding cloth 6 is fully adhered on the rectangular section elongated slots, the alkali-resistant mesh cloth 6 covers the outer surface of the reinforcing plate 5.
In specific implementation, the distance between the steel plate cards 3 is 800-1000 mm.
In specific implementation, the outer surfaces of two sides of the hollow gypsum batten 1 are constructed with plastering layers 7.
Claims (3)
1. The utility model provides a non-bearing individual layer partition wall connected node structure for industry building reconstruction which characterized in that: comprises a gypsum hollow batten, a steel column, a steel plate clamp, a caulking gypsum layer, a reinforcing plate, alkali-resistant mesh cloth and a plastering layer; the gypsum hollow laths comprise lath bodies, uniformly distributed cavities in the lath bodies, arc-section long grooves arranged in the middle of the end parts of the two sides of the lath bodies in a through length mode and rectangular-section long grooves arranged in the inner side and the outer side of the end parts in a through length mode, and a plurality of adjacent gypsum hollow laths are connected in sequence through steel columns to form a non-bearing single-layer partition wall; the steel column is of a rectangular section steel tube structure, the steel column is arranged along the whole length of the gypsum hollow slat, a plurality of steel plate cards are uniformly fixed on two opposite surfaces of the steel column connected with the gypsum hollow slat by screws, the steel plate card is a U-shaped galvanized steel plate card, the steel plate cards on two sides are symmetrically arranged, openings of the steel plate cards are respectively towards gypsum hollow plates on two sides, the end parts of the gypsum hollow plates are bonded and fixed on the steel plate card by adopting caulking gypsum layers, the caulking gypsum layers are filled with arc-shaped cross section long grooves and uniformly coated on the end faces of the gypsum hollow plates and in rectangular cross section long grooves on the inner side and the outer side, a plurality of reinforcing plates are uniformly arranged on the other two opposite faces of the steel column along the length direction of the steel column, each reinforcing plate is fixed on the sides of the steel plate cards on two sides by adopting screws or welding, alkali-resistant mesh cloth is fully adhered on the rectangular cross section long grooves on the inner side and the outer side by adopting the caulking gypsum layers, and.
2. A non-load bearing single-storey partition wall connection node structure for industrial building reconstruction according to claim 1, wherein: the distance between the steel plate cards is 800-1000 mm.
3. A non-load bearing single-storey partition wall connection node structure for industrial building reconstruction according to claim 1, wherein: and plastering layers are built on the outer surfaces of the two sides of the gypsum hollow batten.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020390018.8U CN212405613U (en) | 2020-03-24 | 2020-03-24 | A non-bearing individual layer partition wall connected node structure for industrial building reconstruction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020390018.8U CN212405613U (en) | 2020-03-24 | 2020-03-24 | A non-bearing individual layer partition wall connected node structure for industrial building reconstruction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN212405613U true CN212405613U (en) | 2021-01-26 |
Family
ID=74377578
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202020390018.8U Expired - Fee Related CN212405613U (en) | 2020-03-24 | 2020-03-24 | A non-bearing individual layer partition wall connected node structure for industrial building reconstruction |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN212405613U (en) |
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2020
- 2020-03-24 CN CN202020390018.8U patent/CN212405613U/en not_active Expired - Fee Related
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| Date | Code | Title | Description |
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| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20210126 |
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| CF01 | Termination of patent right due to non-payment of annual fee |