CN205776733U - Light-weight Steel Structures - Google Patents
Light-weight Steel Structures Download PDFInfo
- Publication number
- CN205776733U CN205776733U CN201620740863.7U CN201620740863U CN205776733U CN 205776733 U CN205776733 U CN 205776733U CN 201620740863 U CN201620740863 U CN 201620740863U CN 205776733 U CN205776733 U CN 205776733U
- Authority
- CN
- China
- Prior art keywords
- layer mask
- skeleton
- wall
- mask
- house
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
Links
Landscapes
- Building Environments (AREA)
Abstract
Light-weight Steel Structures, relates to building floor and enclosed structure, is a kind of easy construction, builds quick Light-weight Steel Structures.This utility model is upper and lower double-layer structure, including wall and intermediate course, is provided with intermediate course between upper and lower two-layer house, and wall is arranged on house surrounding, around room body skeleton；Wall includes outer layer mask, internal layer mask and skeleton, outer layer mask is house outer wall metope, internal layer mask is house inwall metope, and skeleton is arranged between outer layer mask and internal layer mask, and being filled with gypsum base in outer layer mask, gap between internal layer mask and skeleton is main material.This utility model utilizes cement plate as ectonexine mask, lightweight steel construction skeleton is installed in mask, to improve the solidness of wall, and between skeleton and mask, fill the implant with gypsum base as main material, it is effectively improved globality and the firmness degree of wall, the weight of wall can also be alleviated simultaneously, improve the overall shock resistance in house simultaneously.
Description
Technical field
This utility model relates to building floor and enclosed structure, is a kind of easy construction, builds quick light section steel structure
House.
Background technology
Existing building, usually steel and concrete structure, with reinforcing bar as skeleton, outside casting concrete parcel, constitute house
Wall, roof and flooring, the building structure working procedure of this type is complicated, and difficulty is big, simultaneously because steel and concrete structure is from heavy sensation of the body
Amount is big, high to foundation requirement, and therefore work amount is big, and cost is high, and long in time limit, antidetonation and globality are the best, are not particularly suited for
Short layer building, rural area self-built housing or villa house.
And for short layer building, rural area self-built housing, villa, garden architecture or portable formula house, existing solution
It is typically with brick mix structure, reinforced concrete structure or formed steel construction to build, this type of house, higher to foundation requirement, work
Journey amount is big, and construction period is long, is affected by ambient weather, and utilization rate is low, and shock resistance is poor.
Summary of the invention
To be solved in the utility model is exactly existing tradition steel reinforced concrete structural building, and cost is high, and long in time limit, construction technology is multiple
Miscellaneous, it is provided that a kind of New Style Light-gauge Steel Floor Slab, body of wall maintenance system, there is antidetonation, easy construction, construction quick light section steel structure room
Room.
Light-weight Steel Structures of the present utility model, it is characterised in that the upper and lower double-layer structure in this house, including wall and in
Between interlayer, be provided with intermediate course between upper and lower two-layer house, wall is arranged on house surrounding, around room body skeleton；Wall bag
Including outer layer mask, internal layer mask and skeleton, outer layer mask is house outer wall metope, and internal layer mask is house inwall metope, bone
Frame is arranged between outer layer mask and internal layer mask, is filled with stone in outer layer mask, gap between internal layer mask and skeleton
Cream base is main material.
Described outer layer mask and internal layer mask are the cement plate of 6mm thickness.
In the middle of described, folder floor layer includes cement pressure plate, Os Draconis and calcium silicate board, and cement pressure plate is arranged on
Layer, calcium silicate board is arranged on lower floor, and Os Draconis are arranged between cement pressure plate and calcium silicate board, and Os Draconis are fancy lattice girder.
Described skeleton is connected with outer layer mask, internal layer mask by tapping screw.
Described skeleton uses thin-walled light steel rivet to form, and wall skeleton is rectangle net trellis.
First the light steel skeleton system of house ground floor is perpendicularly fixed on house ground basal plane, then by screw by one
The outer layer mask of layer is fixed with skeleton, then directly the implant containing gypsum material is injected in outer layer mask and skeleton,
Again internal layer mask is fixed on skeleton, wall can be completed and make；Afterwards by centre cement pressure plate by tapping screw with
Building beam framework is fixing to be connected, and furred ceiling mask is done in bottom, can continue the wall of the vertical fabrication and installation second layer on floor simultaneously
Os Draconis, as required, lay intermediate course and wall successively.
Light-weight Steel Structures of the present utility model, simple in construction, design science, easy to use, utilize cement plate conduct
Ectonexine mask, installs lightweight steel construction skeleton in mask, to improve the solidness of wall, and fills between skeleton and mask
Implant with gypsum base as main material, is effectively improved globality and the firmness degree of wall, can also alleviate wall simultaneously
Weight；And the intermediate layer in house uses levels clamping plate, the form of intermediate layer Os Draconis, is not only able to alleviate weight, exempt to water mixed
Solidifying soil, flatness is good, sound insulation, moreover it is possible to provide stable, firm flooring, improves the overall shock resistance in house.
Accompanying drawing explanation
Fig. 1 is this utility model framing structure schematic diagram.
Fig. 2 is this utility model wall top view.
Fig. 3 is this utility model intermediate course structural representation.
Wherein, outer layer mask 1, internal layer mask 2, skeleton 3, cement pressure plate 4, Os Draconis 5, calcium silicate board 6.
Detailed description of the invention
Embodiment 1: a kind of Light-weight Steel Structures, this house is minimum for upper and lower double-layer structure, including wall and middle folder
Layer, is provided with intermediate course between upper and lower two-layer house, and wall is arranged on house surrounding, around room body；Wall includes that outer layer covers
Plate 1, internal layer mask 2 and light steel skeleton 3, outer layer mask 1 is house outer wall metope, and internal layer mask 2 is house inwall metope, bone
Frame 3 is arranged between outer layer mask 1 and internal layer mask 2, fills out in the gap between outer layer mask 1, internal layer mask 2 and skeleton 3
Being filled with gypsum base is main material.Outer layer mask 1 and internal layer mask 2 are the cement plate of 6mm thickness.Intermediate course includes cement
Pressure plare 4, Os Draconis 5 and calcium silicate board 6, cement pressure plate 4 is arranged on upper strata and is arranged on down as floorboard, calcium silicate board 6
Layer is as furred ceiling, and light steel skeleton 3 is arranged between cement pressure plate 4 and calcium silicate board 6, and Os Draconis 5 are in fancy lattice girder.Skeleton 3
It is connected with outer layer mask 1, internal layer mask 2 by tapping screw.Skeleton 3 uses rivet interlacement, improves its anti-seismic performance.
First the wall light steel skeleton 3 of house ground floor is perpendicularly fixed on house ground basal plane, then will by screw
Skeleton 3 is fixing with the outer layer mask 1 of ground floor to be connected, and then directly will build the implant spray of material containing the spray that gypsum base is master
Penetrate in outer layer mask 1 and skeleton 3, internal layer mask 2 be fixed on skeleton 3 simultaneously and take identical way to spray implant,
Interior and exterior wall can be completed make；Afterwards intermediate course is placed on the top in ground floor house, downward, the cement of calcium silicate board 6
Pressure plare 4 is upwards placed, and vertically makes the wall of the second layer again, as required, lay successively after having fixed on intermediate course
Intermediate course and wall.
Claims (5)
1. a Light-weight Steel Structures, it is characterised in that the upper and lower double-layer structure in this house, including wall and intermediate course, up and down
Being provided with intermediate course between two-layer house, wall is arranged on house surrounding, around room body skeleton (3)；Wall includes that outer layer covers
Plate (1), internal layer mask (2) and skeleton (3), outer layer mask (1) is house outer wall metope, and internal layer mask (2) is house inwall
Metope, skeleton (3) is arranged between outer layer mask (1) and internal layer mask (2), outer layer mask (1), internal layer mask (2) and bone
Being filled with gypsum base in gap between frame (3) is main material.
2. Light-weight Steel Structures as claimed in claim 1, it is characterised in that described outer layer mask (1) and internal layer mask
(2) cement plate of 6mm thickness it is.
3. Light-weight Steel Structures as claimed in claim 1, it is characterised in that in the middle of described, folder floor layer includes cement pressure
Power plate (4), Os Draconis (5) and calcium silicate board (6), cement pressure plate (4) is arranged on upper strata, and calcium silicate board (6) is arranged on lower floor,
Os Draconis (5) are arranged between cement pressure plate (4) and calcium silicate board (6), and Os Draconis (5) are fancy lattice girder.
4. Light-weight Steel Structures as claimed in claim 1, it is characterised in that described skeleton (3) passes through tapping screw with outer
Layer mask (1), internal layer mask (2) connect.
5. Light-weight Steel Structures as claimed in claim 1, it is characterised in that described skeleton (3) uses thin-walled light steel riveting
Nail riveting forms, and wall skeleton (3) is rectangle net trellis.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620740863.7U CN205776733U (en) | 2016-07-14 | 2016-07-14 | Light-weight Steel Structures |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620740863.7U CN205776733U (en) | 2016-07-14 | 2016-07-14 | Light-weight Steel Structures |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205776733U true CN205776733U (en) | 2016-12-07 |
Family
ID=58123317
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620740863.7U Expired - Fee Related CN205776733U (en) | 2016-07-14 | 2016-07-14 | Light-weight Steel Structures |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205776733U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111997184A (en) * | 2020-08-25 | 2020-11-27 | 湖南映宏新材料股份有限公司 | Manufacturing method of light steel keel structure plastic-wood building house and product thereof |
-
2016
- 2016-07-14 CN CN201620740863.7U patent/CN205776733U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111997184A (en) * | 2020-08-25 | 2020-11-27 | 湖南映宏新材料股份有限公司 | Manufacturing method of light steel keel structure plastic-wood building house and product thereof |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN101769008B (en) | Method for constructing quake-proof masonry house by utilizing prefabricated constructional column ring beams | |
| JP5969141B2 (en) | Fully assembled, overall placement complex type housing and its construction method | |
| CN209397804U (en) | A kind of assembled steel frame-composite slim floor | |
| CN103343572B (en) | The agriculture of prefabricated combined wall board earthquake-proof energy-saving occupies structural system | |
| CN204965909U (en) | Building entity teaching mode | |
| CN105649249B (en) | The profiled sheet concrete bidirectional composite floor of built-in hollow round steel pipe | |
| CN106760143A (en) | A kind of lightweight precast body and preparation method thereof | |
| CN202248392U (en) | Cast-in-situ partition wall structure | |
| CN208486403U (en) | A kind of building wall board structure | |
| CN205776733U (en) | Light-weight Steel Structures | |
| CN103774777A (en) | Assembly type skeleton multi-ribbed beam-plate composite structure big plate | |
| CN204959963U (en) | Compound lightweight wall housing construction of assembled steel frame | |
| CN107747378A (en) | The body composite board processing method of Fast Installation heat insulation decorative load-bearing one | |
| CN107313551A (en) | A kind of concrete prefabricated wallboard of steel bar girder and structural system and its construction method | |
| CN109281390B (en) | Assembled concrete truss shear wall building structure | |
| CN103161220B (en) | A kind of frame type assembled house | |
| CN109372123B (en) | Interlayer overhanging concrete truss type building | |
| CN208702003U (en) | A kind of balcony construct rod structure | |
| CN202882205U (en) | Light-weight load-bearing building wall body board with steel meshes | |
| CN202017298U (en) | Novel light wall body maintenance plate | |
| CN107614815A (en) | Structure Network muscle honeycomb concrete structure and its construction process | |
| CN205663095U (en) | Precast concrete composite floor | |
| CN206337691U (en) | A kind of structure with assembled lightweight steel floor | |
| CN205663131U (en) | Atress wallboard | |
| CN203891247U (en) | Mixing structure of upper-portion reinforced masonry shear wall and bottom reinforced concrete shear wall |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20161207 Termination date: 20210714 |