CN110528737A - A kind of light steel keel partition and structure slidingtype installation method - Google Patents
A kind of light steel keel partition and structure slidingtype installation method Download PDFInfo
- Publication number
- CN110528737A CN110528737A CN201810499464.XA CN201810499464A CN110528737A CN 110528737 A CN110528737 A CN 110528737A CN 201810499464 A CN201810499464 A CN 201810499464A CN 110528737 A CN110528737 A CN 110528737A
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- China
- Prior art keywords
- light steel
- keel
- steel
- shaped
- connector
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Classifications
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/74—Removable non-load-bearing partitions; Partitions with a free upper edge
- E04B2/82—Removable non-load-bearing partitions; Partitions with a free upper edge characterised by the manner in which edges are connected to the building; Means therefor; Special details of easily-removable partitions as far as related to the connection with other parts of the building
- E04B2/827—Partitions constituted of sliding panels
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Joining Of Building Structures In Genera (AREA)
Abstract
A kind of light steel keel partition and structure slidingtype installation method, at the top of U-shaped conversion connector bottom connection light steel day keel, the U-shaped card mouth that U-shaped conversion connects is caught in steel structure i-beam frame two sides of the bottom；Light steel heavily fortified point keel connect light steel day keel, are filled layer between light steel heavily fortified point keel, and mineral wool is full of filled layer, and gypsum board faced is laid at left and right sides of light steel heavily fortified point keel.After by adopting the above technical scheme, the invention has the following beneficial effects: light steel keel partition can be longitudinally free to slide along structural beams, and the longitudinal extension of wall and structural beams is independent of each other, the cracking of wall surface common quality defect that light steel keel partition is formed by the difference stretched with structure temperature is effectively reduced, while solving the problems, such as that structural steel beam influences architecture quality in beam lower weld.
Description
Technical field
The present invention relates to steel construction wallboard fields, and in particular to a kind of light steel keel partition and structure slidingtype installation side
Method.
Background technique
Lightgage steel joist is that the novel construction material of one kind is answered extensively in recent years with the development of China's modernization construction
It is set for hotel, terminal, passenger station, station, arenas, market, factory, office building, Old building building renovation, interior decoration
It sets, the places such as ceiling.
Light steel keel partition have it is light-weight, intensity is higher, fire resistance is good, versatile and simple to install characteristic, have
Shockproof, dust-proof, sound insulation, sound-absorbing, constant temperature and other effects are adapted to, while also having many advantages, such as short time limit, easy construction, being unlikely to deform.
Light steel keel partition technique: to avoid partition wall root moisture-sensitive, deformation, mildew and other issues, partition wall bottom need to rest the head on making
Base.
Of today steel structure girder and partition wall be all by setscrew is fixed or weld in the way of connect, such connection
Mode will lead to be formed metope and the problem of crack influences quality occurs because steel construction temperature is flexible.
Summary of the invention
In view of the defects and deficiencies of the prior art, the present invention intends to provide a kind of light steel keel partition and structure are sliding
Dynamic formula installation method, it uses novel connection type, can effectively prevent leading to the problem of because steel construction expands with heat and contract with cold.
To achieve the above object, the present invention is using following technical scheme: it includes steel structure i-beam frame 1, U-shaped turn
Change connector 2, light steel day keel 3, light steel heavily fortified point keel 4, filled layer 5, gypsum board faced 6, mineral wool 7；U-shaped conversion connector 2
Bottom connects 3 top of light steel day keel, and the U-shaped card mouth of U-shaped conversion connector 2 is caught in 1 two sides of the bottom of steel structure i-beam frame；
Light steel heavily fortified point keel 4 connect light steel day keel 3, are filled layer 5 between light steel heavily fortified point keel 4, and mineral wool 7 is full of filled layer 5, face stone
Cream plate 6 is laid on light 4 left and right sides of steel heavily fortified point keel.
The U-shaped connector 2 of converting is fixedly connected with the connection type of light steel day keel 3 into tapping screw.
The U-shaped connector 2 of converting is the U-shaped conversion connector of zinc-coated flat steel sheet.
Distance is arranged as 900mm in U-shaped convert between connector 2.
U-shaped 2 size of connector of converting is 2x40mm.
The working principle of the invention: not being welded to connect between steel structure i-beam frame and light steel day keel, leads to
A connector is crossed to connect, steel can be effectively prevent to expand with heat and contract with cold and led to the problem of.Simultaneously as their connection type
It is not to be fixedly connected, so partition wall can be longitudinally free to slide along steel structure girder.
After adopting the above technical scheme, the invention has the following beneficial effects: light steel keel partition can be longitudinal freely along structural beams
Sliding, and the longitudinal extension of wall and structural beams is independent of each other, and effectively reduces light steel keel partition because flexible with structure temperature
Difference and the cracking of wall surface common quality defect that is formed, while efficiently solving structural steel beam and influence architecture quality in beam lower weld
Problem.
Detailed description of the invention
In order to more clearly explain the embodiment of the invention or the technical proposal in the existing technology, to embodiment or will show below
There is attached drawing needed in technical description to be briefly described, it should be apparent that, the accompanying drawings in the following description is only this
Some embodiments of invention without any creative labor, may be used also for those of ordinary skill in the art
To obtain other drawings based on these drawings.
Fig. 1 is structural schematic diagram of the invention；
Fig. 2 is the connection schematic diagram of U-shaped conversion connector 2 in the present invention；
Fig. 3 is whole front view of the invention.
Description of symbols: steel structure i-beam frame 1, U-shaped conversion connector 2, light steel day keel 3, light steel heavily fortified point keel
4, filled layer 5, gypsum board faced 6, mineral wool 7.
Specific embodiment
Referring to shown in Fig. 1-Fig. 3, present embodiment the technical solution adopted is that: it includes steel structure i-beam frame
1, U-shaped conversion connector 2, light steel day keel 3, light steel heavily fortified point keel 4, filled layer 5, gypsum board faced 6, mineral wool 7；U-shaped conversion
2 bottom of connector connects 3 top of light steel day keel, and the U-shaped card mouth of U-shaped conversion connector 2 is caught in 1 bottom of steel structure i-beam frame
Portion two sides；Light steel heavily fortified point keel 4 connect light steel day keel 3, are filled layer 5 between light steel heavily fortified point keel 4, and mineral wool 7 is full of filled layer
5, gypsum board faced 6 is laid on light 4 left and right sides of steel heavily fortified point keel.
The U-shaped connector 2 of converting is fixedly connected with the connection type of light steel day keel 3 into tapping screw.
The U-shaped connector 2 of converting is the U-shaped conversion connector of zinc-coated flat steel sheet.
Distance is arranged as 900mm in U-shaped convert between connector 2.
U-shaped 2 size of connector of converting is 2x40mm.
Pre-install 2 × 40mm (thick × wide) U-shaped conversion connector of zinc-coated flat steel sheet at the top of light steel day keel, connector with every
The day keel of wall are fixed with tapping screw, and U-shaped connector is caught in two sides with U-shaped buckle with steel construction i-beam frame, to guarantee
The stability of wall requires connector spacing to be not more than 900mm, makes wall upper end and steel structure girder fixation, while light steel dragon
Scleroseptum wall can be longitudinally free to slide along steel structure girder.
The working principle of the invention: not being welded to connect between steel structure i-beam frame and light steel day keel, leads to
A connector is crossed to connect, steel can be effectively prevent to expand with heat and contract with cold and led to the problem of.Simultaneously as their connection type
It is not to be fixedly connected, so partition wall can be longitudinally free to slide along steel structure girder.
After adopting the above technical scheme, the invention has the following beneficial effects: light steel keel partition can be longitudinal freely along structural beams
Sliding, and the longitudinal extension of wall and structural beams is independent of each other, and effectively reduces light steel keel partition because flexible with structure temperature
Difference and the cracking of wall surface common quality defect that is formed, while efficiently solving structural steel beam and influence architecture quality in beam lower weld
Problem.
The above is only used to illustrate the technical scheme of the present invention and not to limit it, and those of ordinary skill in the art are to this hair
The other modifications or equivalent replacement that bright technical solution is made, as long as it does not depart from the spirit and scope of the technical scheme of the present invention,
It is intended to be within the scope of the claims of the invention.
Claims (5)
1. a kind of light steel keel partition and structure slidingtype installation method, it is characterised in that: it includes steel structure i-beam frame
(1), U-shaped conversion connector (2), light steel day keel (3), light steel heavily fortified point keel (4), filled layer (5), gypsum board faced (6), glass
Cotton (7)；U-shaped conversion connector (2) bottom connects at the top of light steel day keel (3), and the U-shaped card mouth of U-shaped conversion connector (2) is caught in
Steel structure i-beam frame (1) two sides of the bottom；Light steel heavily fortified point keel (4) connect light steel day keel (3), between light steel heavily fortified point keel (4)
For filled layer (5), mineral wool (7) is full of filled layer (5), and gypsum board faced (6) is laid at left and right sides of light steel heavily fortified point keel (4).
2. a kind of light steel keel partition according to claim 1 and structure slidingtype installation method, it is characterised in that: described
U-shaped connector (2) of converting be fixedly connected with the connection type of light steel day keel (3) into tapping screw.
3. a kind of light steel keel partition according to claim 1 and structure slidingtype installation method, it is characterised in that: described
U-shaped connector (2) of converting into the U-shaped conversion connector of zinc-coated flat steel sheet.
4. a kind of light steel keel partition according to claim 1 and structure slidingtype installation method, it is characterised in that: described
U-shaped setting distance of converting between connector (2) into 900mm.
5. a kind of light steel keel partition according to claim 1 and structure slidingtype installation method, it is characterised in that: described
U-shaped connector (2) size of converting into 2x40mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810499464.XA CN110528737A (en) | 2018-05-23 | 2018-05-23 | A kind of light steel keel partition and structure slidingtype installation method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810499464.XA CN110528737A (en) | 2018-05-23 | 2018-05-23 | A kind of light steel keel partition and structure slidingtype installation method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN110528737A true CN110528737A (en) | 2019-12-03 |
Family
ID=68657500
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810499464.XA Pending CN110528737A (en) | 2018-05-23 | 2018-05-23 | A kind of light steel keel partition and structure slidingtype installation method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN110528737A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115717452A (en) * | 2022-08-31 | 2023-02-28 | 西安建筑科技大学 | A Mechanism Type Light Steel Keel Composite Wallboard |
| CN116378261A (en) * | 2023-04-07 | 2023-07-04 | 北新集团建材股份有限公司 | A prefabricated wall installation structure and installation method |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US6176053B1 (en) * | 1998-08-27 | 2001-01-23 | Roger C. A. St. Germain | Wall track assembly and method for installing the same |
| CN104594532A (en) * | 2015-01-13 | 2015-05-06 | 沈阳建筑大学 | Connecting structure for light steel keel internal parting wall and steel beam |
| CN206070844U (en) * | 2016-08-11 | 2017-04-05 | 山东雅百特科技有限公司 | A kind of screen aluminum alloy ceiling joist mounting structure |
| CN206599888U (en) * | 2017-04-07 | 2017-10-31 | 陈强 | Light steel keel partition mechanically connects fixed structure under a kind of girder steel |
| CN107905380A (en) * | 2017-11-28 | 2018-04-13 | 上海建工二建集团有限公司 | Mechanical connection structure and connection method for light steel keel gypsum board wall and I-shaped steel beam |
-
2018
- 2018-05-23 CN CN201810499464.XA patent/CN110528737A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US6176053B1 (en) * | 1998-08-27 | 2001-01-23 | Roger C. A. St. Germain | Wall track assembly and method for installing the same |
| CN104594532A (en) * | 2015-01-13 | 2015-05-06 | 沈阳建筑大学 | Connecting structure for light steel keel internal parting wall and steel beam |
| CN206070844U (en) * | 2016-08-11 | 2017-04-05 | 山东雅百特科技有限公司 | A kind of screen aluminum alloy ceiling joist mounting structure |
| CN206599888U (en) * | 2017-04-07 | 2017-10-31 | 陈强 | Light steel keel partition mechanically connects fixed structure under a kind of girder steel |
| CN107905380A (en) * | 2017-11-28 | 2018-04-13 | 上海建工二建集团有限公司 | Mechanical connection structure and connection method for light steel keel gypsum board wall and I-shaped steel beam |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115717452A (en) * | 2022-08-31 | 2023-02-28 | 西安建筑科技大学 | A Mechanism Type Light Steel Keel Composite Wallboard |
| CN116378261A (en) * | 2023-04-07 | 2023-07-04 | 北新集团建材股份有限公司 | A prefabricated wall installation structure and installation method |
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| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| CB02 | Change of applicant information |
Address after: 100070 Beijing city Fengtai District watch Dan No. 4, No. 6 Applicant after: China Aerospace Construction Engineering Group Co.,Ltd. Address before: 100070 Beijing city Fengtai District watch Dan No. 4, No. 6 Applicant before: ZHONG HANG TIAN CONSTRUCTION ENGINEERING Co.,Ltd. |
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| CB02 | Change of applicant information | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20191203 |
|
| RJ01 | Rejection of invention patent application after publication |