CN207277543U - A kind of batten steel house that can quickly assemble - Google Patents
A kind of batten steel house that can quickly assemble Download PDFInfo
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- CN207277543U CN207277543U CN201720892806.5U CN201720892806U CN207277543U CN 207277543 U CN207277543 U CN 207277543U CN 201720892806 U CN201720892806 U CN 201720892806U CN 207277543 U CN207277543 U CN 207277543U
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- steel
- batten
- floor
- girder steel
- wallboard
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Abstract
A kind of batten steel house that can quickly assemble, it includes, basis；Steelframe, be installed on it is described on the basis of, the steelframe is steel frame system, or steel frame support system, or steel frame shear wall system；Steel frame includes some girder steels and steel column；Girder steel is H-shaped or rectangle；If drywall panel, it is respectively arranged in the steelframe or/and on girder steel；Some floors and roof boarding, are respectively arranged on the steelframe girder steel；The wallboard, floor and roof boarding are formed by connecting by batten；The connection of the floor and the steel frame girder steel is positioned over the connection of girder steel lower flange upper surface for floor, or floor is positioned over the connection of girder steel top flange upper surface, or is connected to by an additional supporting plate between the upper and lower edge of a wing of girder steel；The connection of the wallboard and the steel frame girder steel is embedded between upper and lower layer girder steel for wallboard, or between upper strata girder steel and lower floor's floor, or girder steel lateral surface is hung on outside wallboard, or it is hung on steel column lateral surface outside wallboard.
Description
Technical field
Building structure technology field is the utility model is related to, more particularly to a kind of batten steel construction room that can quickly assemble
Room.
Background technology
Traditional steel building, big using cast-in-situ floor, concrete block masonry wall, wet construction amount, site operation speed is slow, sternly
The construction speed of recasting about steel building, and construction quality is not easy to ensure, is influenced greatly by environment and worker's construction level.Using
The steel building of the exterior wall of big plate, wallboard specification is big by Influence on Architecture, can not effectively accomplish to standardize, to construction technology and make
Valency can also have an impact.
Utility model content
The purpose of this utility model is to provide a kind of batten steel house that can quickly assemble, the wallboard in house,
Floor and roof boarding are assembled using light lath, with construction is simple is efficient, widely applicable, durability is good, shock resistance
Can be good, fire prevention sound insulation property is good, and standardization level is high, and building materials are easy to buy and transport, save manually, low cost the characteristics of, and
It can solve the problems, such as that steel construction head beam reveals column (wallboard embeds girder steel), reducing influence of the floor to floor clear height, (floor embeds steel
Beam).
To reach above-mentioned purpose, the technical solution of the utility model is：
A kind of batten steel house that can quickly assemble, it includes, basis；Steelframe, be installed on it is described on the basis of, it is described
Steelframe is steel frame system, or Steel frame-brace system, or Steel frame-shear wall system；Steel frame includes some girder steels and steel
Column；Girder steel is H-type or rectangle；If drywall panel, it is respectively arranged in the steelframe or/and on girder steel；Some floors and roof boarding,
It is respectively arranged on the steelframe girder steel；The wallboard, floor and roof boarding are formed by connecting using batten；The floor and institute
The connection for stating steel frame girder steel is positioned over the connection of girder steel lower flange upper surface for floor, or floor is positioned on girder steel top flange
The connection on surface, or be connected to by an additional supporting plate between the upper and lower edge of a wing of girder steel；The wallboard and the steel frame girder steel
Wallboard is connected as to be embedded between upper and lower layer girder steel, or between upper strata girder steel and lower floor's floor, or be hung on outside wallboard on the outside of girder steel
Steel column lateral surface is hung on outside face, or wallboard.
Preferably, the connection that the wallboard embeds girder steel is all or part of vertical projection in girder steel deck-siding of wallboard top surface
In the range of, girder steel and wallboard are fixed by metal connecting piece, one end of the metal connecting piece is connected with girder steel, other end anchor
It is fixed in wallboard.
Preferably, expansion or contraction joints are set between girder steel lower flange bottom surface and wallboard top surface.
Preferably, the connection that the floor embeds girder steel is that floor is positioned on girder steel lower flange, or the upper and lower edge of a wing of girder steel
Between additional supporting plate on.
Preferably, filled between the batten of the floor and gap between floor and girder steel and set cementation of fissures agent；On floor batten
Side is laid with steel wire, and pours in-situ layer, and the in-situ layer is mortar or concrete.
Preferably, the floor is placed on the connection of girder steel top flange upper surface using metal connecting piece connection and the cementation of fissures,
Or using seam bar connecting and the cementation of fissures.
Preferably, the connection that girder steel is hung on outside the wallboard is installed on girder steel side for wallboard.
Preferably, the connection between the batten of the wallboard is plate stitch binding agent bonding or jointing agent connection.
Preferably, the connection between the batten of the floor is the gap filler cementation of fissures.
Preferably, connection reinforcing bar is placed between the batten of the floor in plate stitch, and uses the gap filler cementation of fissures.
Preferably, load-bearing secondary member is set under the floor batten.
The beneficial effects of the utility model：
1. the wallboard of the utility model, floor and roof boarding can use same type of batten, building materials species is few, is easy to
Standardization, convenient purchase, transport and installation.
2. batten and steel construction optimization fusion, easy to standardized designs and construction, construction is simple, speed are fast.3. use wall
Plate embeds the way of girder steel, can solve the problems, such as architecture indoor head beam and dew column.
4. embedding the way of girder steel using floor, influence of the slab thickness to floor clear height can be reduced.
Brief description of the drawings
Fig. 1 is a layer plane figure of the utility model batten steel house；
Fig. 2 is the A-A sections of Fig. 1；
Fig. 3 is the utility model batten steel house deadlight (embedded), floor (above putting) shows with steel beam joint one
It is intended to；
Fig. 4 is the utility model batten steel house deadlight (embedded), floor (above putting) shows with steel beam joint two
It is intended to；
Fig. 5 is the utility model batten steel house deadlight (plug-in), floor (above putting) shows with steel beam joint three
It is intended to；
Fig. 6 is the utility model batten steel house deadlight (embedded), floor (embedded) shows with steel beam joint four
It is intended to；
Fig. 7 is the utility model batten steel house deadlight (embedded), floor (embedded) shows with steel beam joint three
It is intended to；
Fig. 8 is floor (above putting) and steel beam joint floor map in the utility model batten steel house.
Embodiment
Referring to Fig. 1~Fig. 4, Fig. 8, a kind of batten steel house that can quickly assemble of the utility model, it includes,
Basis 1；
Steelframe 2, is installed on described basic 1, and the steelframe 2 is steel frame system, or Steel frame-brace system, or steel
Frame-Shear Wall system；Steel frame includes some girder steels 21 and steel column 22；Girder steel 21 is H-type or rectangle；
If drywall panel 3, it is respectively arranged in the steelframe or/and on girder steel 21；
Some floors 4 and roof boarding 5, are respectively arranged on the steelframe girder steel 21；
The wallboard 3, floor 4 and roof boarding 5 are formed by connecting by batten；
The connection of the floor 4 and the steel frame girder steel 21 is the company that floor is positioned over 21 lower flange upper surface of girder steel
Connect, or floor 4 is positioned over the connection of 21 top flange upper surface of girder steel, or the 21 upper and lower wing of girder steel is connected to by an additional supporting plate
Between edge；
The connection of the wallboard 3 and the steel frame girder steel 21 is embedded between upper and lower layer girder steel 21 for wallboard 3, or on
Between layer girder steel 21 and lower floor's floor 4, or 21 lateral surface of girder steel is hung on outside wallboard 3, or 22 lateral surface of steel column is hung on outside wallboard 3.
Preferably, the connection that the wallboard 3 embeds girder steel 21 is all or part of the erecting in 21 deck-siding of girder steel of 3 top surface of wallboard
Deliver directly in the range of shadow, fixed girder steel 21 and wallboard 3 by metal connecting piece 7, one end and the girder steel 21 of the metal connecting piece 7
Connection, the other end are anchored in wallboard 3.
Preferably, expansion or contraction joints 8 are set between the 21 lower flange bottom surface of girder steel and 3 top surface of wallboard.
Preferably, the connection that the floor 4 embeds girder steel 21 is that floor 4 is positioned on 21 lower flange of girder steel, or girder steel 21
On additional supporting plate between the upper and lower edge of a wing.
Preferably, filled between the batten of the floor 4 and gap between floor 4 and girder steel 21 and set cementation of fissures agent；4, floor
Steel wire is laid with above plate, and pours in-situ layer, the in-situ layer is mortar or concrete.
Preferably, the floor 4 is placed on the connection of 21 top flange upper surface of girder steel and is connected and filled using metal connecting piece 7
Seam, or using seam bar connecting and the cementation of fissures.
Preferably, the connection that girder steel 21 is hung on outside the wallboard 3 is installed on 21 side of girder steel for wallboard 3.
Preferably, the connection between the batten of the wallboard 3 is plate stitch binding agent bonding or jointing agent connection.
Preferably, the connection between the batten of the floor 4 is the gap filler cementation of fissures.
Preferably, connection reinforcing bar is placed between the batten of the floor 4 in plate stitch, and uses the gap filler cementation of fissures.
Referring to Fig. 1~Fig. 4, the connection that the wallboard 3 embeds girder steel 21 is by metal connecting piece 7, by girder steel 21 and wall
Plate 3 is fixed.
In the present embodiment, the metal connecting piece 7 is gib headed bolt, with hook end and the elongated angle steel being welded on girder steel 21
9 welding, opposite side are fixed on wallboard 3 by nut.Expansion or contraction joints 8 are set between 21 lower flange bottom surface of girder steel and wallboard 2.
In the present embodiment, after 21 both sides of girder steel cladding fire-proof plate 10 or swabbing, side and 21 side of girder steel of wallboard 3 are put down
Together.
Referring to Fig. 2~Fig. 4, Fig. 8, the connection that the floor 4 is placed on 21 top flange upper surface of girder steel is connected using metal
Part 7 connects (and cementation of fissures), or uses connection reinforcing bar 10, and the cementation of fissures.
Referring to Fig. 1, the connection between 3 batten 31 of wallboard is plate stitch binding agent bonding or jointing agent connection.
Referring to Fig. 8, the connection between 4 batten of floor is the cementation of fissures agent cementation of fissures.
Referring to Fig. 8, connection reinforcing bar 10 is placed between 4 batten of floor in plate stitch, and use the gap filler cementation of fissures.
Embodiment two
Referring to Fig. 5, the connection of the plug-in girder steel 21 of wallboard 3 for wallboard 3 the wide upright projection scope in 21 edge of a wing of girder steel it
Outside.
Embodiment three
Referring to Fig. 6, Fig. 7, the floor 4 embeds the connection of girder steel 21, and floor 4 is positioned on 21 lower flange of girder steel；Floor 4
In gap between batten and between floor 4 and girder steel 21, fill and set cementation of fissures agent, steel wire 11 is laid with above 4 batten of floor, is poured
In-situ layer 12；The in-situ layer 12 is mortar or concrete.
Claims (13)
- A kind of 1. batten steel house that can quickly assemble, it is characterised in that including,Basis；Steelframe, be installed on it is described on the basis of, the steelframe is steel frame system, or Steel frame-brace system, or steel frame-cut Power wall system；Steel frame includes some girder steels and steel column；Girder steel is H-type or rectangle；If drywall panel, it is respectively arranged in the steelframe or/and on girder steel；Some floors and roof boarding, are respectively arranged on the steelframe girder steel；The wallboard, floor and roof boarding are formed by connecting using batten；The connection of the floor and the steel frame girder steel is positioned over the connection of girder steel lower flange upper surface for floor, or floor is put The connection of girder steel top flange upper surface is placed in, or is connected to by an additional supporting plate between the upper and lower edge of a wing of girder steel；The connection of the wallboard and the steel frame girder steel is embedded between upper and lower layer girder steel for wallboard, or upper strata girder steel is with Between floor plate, or girder steel lateral surface is hung on outside wallboard, or steel column lateral surface is hung on outside wallboard.
- 2. the batten steel house that can quickly assemble as claimed in claim 1, it is characterised in that the wallboard embeds girder steel Connection it is all or part of in the range of the vertical projection of girder steel deck-siding for wallboard top surface, by metal connecting piece by girder steel and wall Plate is fixed, and one end of the metal connecting piece is connected with girder steel, and the other end is anchored in wallboard.
- 3. the batten steel house that can quickly assemble as claimed in claim 1 or 2, it is characterised in that the girder steel bottom wing Expansion or contraction joints are set between edge bottom surface and wallboard top surface.
- 4. the batten steel house that can quickly assemble as claimed in claim 1, it is characterised in that the floor embeds girder steel Connection be positioned on girder steel lower flange for floor, or on the additional supporting plate between the upper and lower edge of a wing of girder steel.
- 5. the batten steel house that can quickly assemble as claimed in claim 1, it is characterised in that between the batten of the floor And filled in the gap between floor and girder steel and set cementation of fissures agent；Steel wire is laid with above floor batten, and pours in-situ layer, it is described existing It is mortar or concrete to pour layer.
- 6. the batten steel house that can quickly assemble as claimed in claim 1, it is characterised in that the floor is placed on steel The connection of beam top flange upper surface is using metal connecting piece connection and the cementation of fissures, or uses seam bar connecting and the cementation of fissures.
- 7. the batten steel house that can quickly assemble as claimed in claim 1, it is characterised in that be hung on steel outside the wallboard The connection of beam is installed on girder steel side for wallboard.
- 8. the batten steel house that can quickly assemble as described in claim 1 or 7, it is characterised in that the bar of the wallboard Connection between plate is plate stitch binding agent bonding or jointing agent connection.
- 9. the batten steel house that can quickly assemble as described in claim 1 or 4 or 5 or 6, it is characterised in that the building Connection between the batten of plate is the gap filler cementation of fissures.
- 10. the batten steel house that can quickly assemble as described in claim 1 or 4 or 5 or 6, it is characterised in that the building Connection reinforcing bar is placed between the batten of plate in plate stitch, and uses the gap filler cementation of fissures.
- 11. the batten steel house that can quickly assemble as described in claim 1 or 4 or 5 or 6, it is characterised in that the building Load-bearing secondary member is set under lath plate.
- 12. the batten steel house that can quickly assemble as claimed in claim 9, it is characterised in that under the floor batten Load-bearing secondary member is set.
- 13. the batten steel house that can quickly assemble as claimed in claim 10, it is characterised in that under the floor batten Load-bearing secondary member is set.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720892806.5U CN207277543U (en) | 2017-07-21 | 2017-07-21 | A kind of batten steel house that can quickly assemble |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720892806.5U CN207277543U (en) | 2017-07-21 | 2017-07-21 | A kind of batten steel house that can quickly assemble |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207277543U true CN207277543U (en) | 2018-04-27 |
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ID=61986208
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720892806.5U Active CN207277543U (en) | 2017-07-21 | 2017-07-21 | A kind of batten steel house that can quickly assemble |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207277543U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107268779A (en) * | 2017-07-21 | 2017-10-20 | 宝钢建筑系统集成有限公司 | A kind of batten steel house |
-
2017
- 2017-07-21 CN CN201720892806.5U patent/CN207277543U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107268779A (en) * | 2017-07-21 | 2017-10-20 | 宝钢建筑系统集成有限公司 | A kind of batten steel house |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20190520 Address after: 200050 No. 1118 Dingxi Road, Changning District, Shanghai Patentee after: SHANGHAI BAOGANG CONSTRUCTION ENGINEERING DESIGN CO.,LTD. Address before: 200050 2nd Floor, Building 13, 999 Tongji Road, Baoshan District, Shanghai Patentee before: BAOSTEEL CONSTRUCTION SYSTEM INTEGRATION CO.,LTD. |
|
| CP01 | Change in the name or title of a patent holder | ||
| CP01 | Change in the name or title of a patent holder |
Address after: 200050 No. 1118 Dingxi Road, Shanghai, Changning District Patentee after: Shanghai Baosteel Construction Engineering Technology Co.,Ltd. Address before: 200050 No. 1118 Dingxi Road, Shanghai, Changning District Patentee before: SHANGHAI BAOGANG CONSTRUCTION ENGINEERING DESIGN CO.,LTD. |