CN107268776A - A kind of batten wall building with roof truss - Google Patents
A kind of batten wall building with roof truss Download PDFInfo
- Publication number
- CN107268776A CN107268776A CN201710601707.1A CN201710601707A CN107268776A CN 107268776 A CN107268776 A CN 107268776A CN 201710601707 A CN201710601707 A CN 201710601707A CN 107268776 A CN107268776 A CN 107268776A
- Authority
- CN
- China
- Prior art keywords
- wall
- batten
- roof truss
- connection
- building
- 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.)
- Granted
Links
- 229910000831 Steel Inorganic materials 0.000 claims description 38
- 239000010959 steel Substances 0.000 claims description 38
- 239000004567 concrete Substances 0.000 claims description 10
- 238000010079 rubber tapping Methods 0.000 claims description 9
- 239000011440 grout Substances 0.000 claims description 8
- 239000011230 binding agent Substances 0.000 claims description 5
- 239000002131 composite material Substances 0.000 claims description 5
- 239000004568 cement Substances 0.000 claims description 4
- 239000002002 slurry Substances 0.000 claims description 4
- 229910052751 metal Inorganic materials 0.000 claims description 3
- 239000002184 metal Substances 0.000 claims description 3
- 229910052782 aluminium Inorganic materials 0.000 claims description 2
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 claims description 2
- 229910001562 pearlite Inorganic materials 0.000 claims description 2
- 239000011435 rock Substances 0.000 claims description 2
- 230000015271 coagulation Effects 0.000 claims 1
- 238000005345 coagulation Methods 0.000 claims 1
- 238000005187 foaming Methods 0.000 claims 1
- 238000010276 construction Methods 0.000 abstract description 7
- 238000005516 engineering process Methods 0.000 description 4
- 230000005540 biological transmission Effects 0.000 description 2
- 230000015572 biosynthetic process Effects 0.000 description 2
- 239000013589 supplement Substances 0.000 description 2
- 238000005452 bending Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000004566 building material Substances 0.000 description 1
- 239000003795 chemical substances by application Substances 0.000 description 1
- 239000011381 foam concrete Substances 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000009413 insulation Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 230000002265 prevention Effects 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/02—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements
- E04B1/04—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements the elements consisting of concrete, e.g. reinforced concrete, or other stone-like material
-
- 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
- E04B2/56—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
- E04B2/58—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of metal
- E04B2/60—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of metal characterised by special cross-section of the elongated members
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B7/00—Roofs; Roof construction with regard to insulation
- E04B7/02—Roofs; Roof construction with regard to insulation with plane sloping surfaces, e.g. saddle roofs
- E04B7/04—Roofs; Roof construction with regard to insulation with plane sloping surfaces, e.g. saddle roofs supported by horizontal beams or the equivalent resting on the walls
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B2001/0053—Buildings characterised by their shape or layout grid
- E04B2001/0076—Buildings with specific right-angled horizontal layout grid
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Load-Bearing And Curtain Walls (AREA)
- Joining Of Building Structures In Genera (AREA)
Abstract
A kind of batten wall building with roof truss, it includes, basis；Some walls, are connected on the basis, and be interconnected to form at least one room vertically；The wall is assembled by batten, and wall top surface sets top hoop；Beam, level connection joint is in the wall medial surface top；Roof truss, is connected on the top of wall top surface hoop or beam；Roof boarding, is connected on the roof truss；The roof boarding is spliced by batten.The batten wall building with roof truss of the invention, its have full fabricated construction, good integrity, flexibly height, standardization level height, low cost, it is applied widely the characteristics of.
Description
Technical field
The present invention relates to building structure technology field, more particularly to a kind of batten wall building with roof truss.
Background technology
For the low-rise building building having a large capacity and a wide range, the building technology commonly used at present mainly has masonry house, cold bending thin wall
Shaped steel house and cast in place frame house.Masonry house poor seismic behavior, situ wet operation is more, constructs cumbersome, and manpower consumption is big, applies
Work speed is slow, and construction quality is influenceed big by environment and workman's level of operation.Light gauge cold-formed steel shape house, current cost is still
Higher, fire prevention and sound insulation property are difficult to ensure, shingle nail is typically hollow, is difficult to be received by ordinary people, material is more, and process is multiple
It is miscellaneous.Reinforced concrete building scene reinforcing bar and concrete works amount are big, and construction operation is cumbersome, construct affected by environment big.
The problem of in face of above-mentioned three kinds of common technologies, developing a kind of simple and practical low layer prefabricated buildings building system is
The key solved the above problems.
Scheme of the invention
It is an object of the invention to provide a kind of batten wall building with roof truss, it has full fabricated construction, entirety
Good, the flexible height of property, standardization level height, low cost, it is applied widely the characteristics of.
To reach above-mentioned purpose, the technical scheme is that：
A kind of batten wall building with roof truss, it includes, basis；Some walls, are connected on the basis vertically,
And it is interconnected to form at least one room；The wall is assembled by batten, and wall top surface sets top hoop；Beam, level connection joint
In the wall medial surface top；Roof truss, is connected on the top of wall top surface hoop or beam；Roof boarding, is connected to the room
On frame；The roof boarding is spliced by batten.
It is preferred that, the roof truss is formed by connecting by light gauge cold-formed steel shape component, or light section steel structure component；
It is preferred that, it is levelling that connection between the wall batten is coated with grout layer for wall upper surface, is set on grout layer
The top hoop of connecting wall batten, makes wall batten formation integrative-structure；It is preferred that, in the wall batten joint using bonding
Connection is strengthened in agent.
It is preferred that, the roof boarding is metallic plate, or corrugated sheet, cored slab, battenboard, composite plate cement batten or pre-
Concrete slab processed.
It is preferred that, the top hoop is section bar or band；It is preferred that, it is described top hoop for U-shaped light-gauge steel section, c-type light-gauge steel section,
Steel bar, band steel, aluminum strip.
It is preferred that, the top hoop and wall strip be fixedly connected use tapping screw, expansion anchor or built-in fitting be connected or
Bonding connection.
It is preferred that, the connection of the wall intersection is that fixing connection steel plate is connected above in wall top hoop；It is preferred that,
Wall intersection connection is strengthened using binding agent.
It is preferred that, the connection of the roof truss and top hoop is connected using tapping screw, expansion anchor, bolt, built-in fitting etc..
It is preferred that, the connection of the wall and beam is connected to the top surface of wall and beam using junction steel plate or uses L-shaped to connect
Fitting is connected to the side of wall and beam.
It is preferred that, the wall and the position seat slurry that the connection on basis is in the corresponding wall lower surface in basic upper surface, it
After place wall；It is preferred that, the basic connection with the wallboard is strengthened using metal connecting piece.
It is preferred that, the wall batten is concrete batten or cement batten；It is preferred that, the wall batten includes steam pressure
Aerated concrete panel, Ceramsite concrete slab, foamed concrete plate, cored slab, expanded pearlite rock beam, steel wire net rack concrete slab,
Composite plate or battenboard.
In the design of batten wall building of the present invention：
1st, the present invention bears the full assembled batten wall structural system of horizontal loading, the body for a kind of frameless, wall
It is that the creative form using top hoop wales batten to form integral wall, and flexibly sets beam to ensure effectively biography at scarce wall
Horizontal force is passed, complete integral wall stress system is formed；Wall micromechanical fixes steel roof truss, and roof boarding is laid on roof truss.
Steel roof truss and being connected that wall and top are bound round, while integral wall connection is further enhanced, add the globality in house.
2nd, the setting of creative top hoop, while solving conventional batten and connecting unreliable problem, facilitate longitudinal cross wall and
The connection of wall and beam, wall and roof truss, has taken the easy connecting structure of serial innovation, including the junction steel plate nail between longitudinal cross wall out of
The direct self threading pin sequence for pushing up connection, wall and the roof truss of junction steel plate or L-shaped connector between hoop, wall and perpendicular beam connects
Connect, simple and quick construction, reasonable stress is reliable.
3rd, flexible supplement setting beam innovative at wall is being lacked, it is ensured that effective transmission of horizontal force.Facilitate house type
Arrangement, adds the flexibility of design, effectively expands the scope of application of the system.
Beneficial effects of the present invention：
1st, complete fabricated band roof truss batten wall building, wall is lacked using top hoop connection and is flexibly laid beam, structure at wall
Reasonable stress, good integrity, anti-seismic performance is good.
2nd, complete fabricated band roof truss batten wall building, each connecting node simple and effective, simple and fast of constructing, construction by
Ambient influnence is small.
3rd, complete fabricated band roof truss batten wall building, beam is set lacking flexible supplement innovative at wall, it is ensured that
Effective transmission of horizontal force.The arrangement of house type is facilitated, the flexibility of design is added, the applicable model of the system is effectively expanded
Enclose.
4th, complete fabricated band roof truss batten wall building, combining standardized using the batten spliced wall of standardization
Top hoop, roof truss and node, are easy to implement standardization, can effectively reduce house overall cost, and advantageously ensure that construction is high-quality.
Building materials species is few, is easy to volume procurement and transport, can effectively expand the use scope of the novel house.
Brief description of the drawings
Fig. 1 is house of embodiment of the present invention function distribution and the assembled plan of wall batten；
Fig. 2 is Fig. 1 A-A profiles；
Fig. 3 is the roof truss of the embodiment of the present invention, top hoop and beam floor plan；
Fig. 4 is the wall scheme of installation of the embodiment of the present invention；
Fig. 5 is connecting node figure one at the top of the wall of the embodiment of the present invention；
Fig. 6 is connecting node figure two at the top of the wall of the embodiment of the present invention；
Fig. 7 is connecting node figure three at the top of the wall of the embodiment of the present invention；
Fig. 8 is the junction steel plate detail drawing of connecting node at the top of the wall of the embodiment of the present invention；
Fig. 9 is the L-shaped connector detail drawing of connecting node at the top of the wall of the embodiment of the present invention.
Embodiment
Referring to Fig. 1~Fig. 9, a kind of batten wall building with roof truss of the invention, it includes,
Basis 1；
Some walls 2,2 ', are connected on described basic 1 vertically, and are interconnected to form at least one room；It is described
Wall 2 (by taking wall 2 as an example, similarly hereinafter) is assembled by batten 21,22, and wall top surface sets top hoop 3；
Beam 4, level connection joint is in the medial surface top of wall 2；
Roof truss 5, is connected on the top of the top surface of wall 2 hoop or beam 4；
Roof boarding 6, is connected on the roof truss 5；The roof boarding 6 is spliced by batten.
It is preferred that, the roof truss 5 is formed by connecting by light gauge cold-formed steel shape component, or light section steel structure component；
It is preferred that, it is levelling that connection between the batten of wall 2 is coated with grout layer 23 for wall upper surface, on grout layer 23
The top hoop 3 of connecting wall batten is set, makes wall batten formation integrative-structure；It is preferred that, use binding agent in wall intersection
Strengthen connection.
It is preferred that, the roof boarding 6 is metallic plate, or corrugated sheet, battenboard, composite plate or prefabricated board.
It is preferred that, the top hoop 3 is U-shaped light-gauge steel section, c-type light-gauge steel section, steel bar or band steel.
It is preferred that, the top hoop 3 is connected with being fixedly connected for the batten of wall 2 using tapping screw, expansion anchor or built-in fitting
Connect or bonding connection.
It is preferred that, the connection of the intersection of wall 2 is that fixing connection steel plate 7 is connected on the top of wall 2 hoop 3；It is preferred that
, connection is strengthened using binding agent in wall intersection.
The roof truss 5 is load-bearing roof truss, and the lower boom 51 made by light gauge cold-formed steel shape, web member 52 and top boom 53 are connected
Form.
It is preferred that, the connection of the roof truss 5 and top hoop 3 is connected using tapping screw 10.
It is preferred that, the connection of the wall 2 and beam 4 is connected to the top surface of wall 2 and beam 4 using junction steel plate 7 ' or adopted
The side of wall 2 and beam 4 is connected to L-shaped connector 8.
It is preferred that, the wall 2 and the position seat slurry that the connection on basis 1 is in the corresponding lower surface of wall 2 in basic 1 upper surface
9, wall 2 is placed afterwards.
Referring to Fig. 4, the connection between the batten 21 of wall 2, levelling, the grout layer that is that the upper surface of wall 2 is coated with grout layer 23
Top hoop 3 on 23 to be fixedly connected with wall batten 21.The top hoop 3 is zinc-plated U-shaped light-gauge steel section.
The top hoop 3 is fixedly connected with wall batten 21, can be spaced connection using tapping screw 10.
The wall 2 and the connection on basis 1, are the position seat slurry 9 in that correspondence lower surface of wall 2 of basic 1 upper surface, it
Wall 2 is placed afterwards；It is preferred that, the basic connection with the wallboard is strengthened using metal connecting piece.
Referring to Fig. 5, the connection of the wall 2 and roof truss 5, for roof truss 5 is connected with top hoop 3 and wall 2；The roof truss 5
With the connection of top hoop 3 and wall 2, connected to be spaced using tapping screw 10.
Referring to Fig. 6 and Fig. 8, the connection between the intersecting wall 2 is solid above with tapping screw 10 in the top of wall 2 hoop 3
Determine junction steel plate 7 to connect.
Referring to Fig. 7~Fig. 9, the connection of the wall 2 and girder steel 4, to be connected using junction steel plate 7 ' and L-shaped connector 8.
Claims (11)
1. a kind of batten wall building with roof truss, it is characterised in that including,
Basis；
Some walls, are connected on the basis, and be interconnected to form at least one room vertically；The wall is by batten
Assembled, wall top surface sets top hoop；
Beam, level connection joint is in the wall medial surface top；
Roof truss, is connected on the top of wall top surface hoop or beam；
Roof boarding, is connected on the roof truss；The roof boarding is spliced by batten.
2. the batten wall building as claimed in claim 1 with roof truss, it is characterised in that the roof truss is by light gauge cold-formed steel shape
Component, or light section steel structure component are formed by connecting.
3. the batten wall building with roof truss as claimed in claim 1, it is characterised in that the connection between the wall batten is
Wall upper surface be coated with grout layer it is levelling, grout layer on set connecting wall batten top hoop, wall batten is formed one
Structure；It is preferred that, connection is strengthened using binding agent in the wall batten joint.
4. the batten wall building with roof truss as claimed in claim 1, it is characterised in that the roof boarding be metallic plate, watt
Stupefied plate, cored slab, battenboard, composite plate, precast slab or prefabricated cement board.
5. the batten wall building as claimed in claim 1 with roof truss, it is characterised in that the top hoop is section bar or band；
It is preferred that, the top hoop is U-shaped light-gauge steel section, c-type light-gauge steel section, steel bar, band steel or aluminum strip.
6. the batten wall building as claimed in claim 1 with roof truss, it is characterised in that the top hoop is consolidated with wall batten
Fixed connection is using tapping screw, expansion anchor or built-in fitting connection or bonding connection.
7. the batten wall building with roof truss as claimed in claim 1, it is characterised in that the connection of the wall intersection is
On wall top, fixing connection steel plate is connected hoop above；It is preferred that, connection is strengthened using binding agent in wall intersection.
8. the batten wall building as claimed in claim 1 with roof truss, it is characterised in that the connection of the roof truss and top hoop is adopted
Connected with tapping screw, expansion anchor, bolt or built-in fitting.
9. the batten wall building as claimed in claim 1 with roof truss, it is characterised in that the connection of the wall and beam is used
Junction steel plate is connected to the top surface of wall and beam or the side of wall and beam is connected to using L-shaped connector.
10. the batten wall building with roof truss as claimed in claim 1, it is characterised in that the wall with it is described basic
The position seat slurry in basic upper surface correspondence wall lower surface is connected as, wall is placed afterwards；It is preferred that, using metal connecting piece
Strengthen the basic connection with the wallboard.
11. the batten wall building as claimed in claim 1 with roof truss, it is characterised in that the wall batten is concrete
Batten or cement batten；It is preferred that, the wall batten includes autoclaved aerated concrete slab, Ceramsite concrete slab, foaming coagulation
Native plate, cored slab, expanded pearlite rock beam, steel wire net rack concrete slab, composite plate or battenboard.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710601707.1A CN107268776B (en) | 2017-07-21 | 2017-07-21 | Slat wall house with roof truss |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710601707.1A CN107268776B (en) | 2017-07-21 | 2017-07-21 | Slat wall house with roof truss |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN107268776A true CN107268776A (en) | 2017-10-20 |
| CN107268776B CN107268776B (en) | 2024-01-26 |
Family
ID=60079027
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710601707.1A Active CN107268776B (en) | 2017-07-21 | 2017-07-21 | Slat wall house with roof truss |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN107268776B (en) |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2628609Y (en) * | 2003-01-17 | 2004-07-28 | 中国石化胜利油田有限公司规划设计研究院 | Assembling house |
| CN203939137U (en) * | 2014-01-08 | 2014-11-12 | 孙宗国 | Building structure that can Fast Installation |
| CN106284644A (en) * | 2016-10-11 | 2017-01-04 | 西安科技大学 | A kind of residential architecture structural system being applicable to industrialized production and method of construction thereof |
| CN207277534U (en) * | 2017-07-21 | 2018-04-27 | 宝钢建筑系统集成有限公司 | A kind of batten wall building with roof truss that can quickly assemble |
-
2017
- 2017-07-21 CN CN201710601707.1A patent/CN107268776B/en active Active
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2628609Y (en) * | 2003-01-17 | 2004-07-28 | 中国石化胜利油田有限公司规划设计研究院 | Assembling house |
| CN203939137U (en) * | 2014-01-08 | 2014-11-12 | 孙宗国 | Building structure that can Fast Installation |
| CN106284644A (en) * | 2016-10-11 | 2017-01-04 | 西安科技大学 | A kind of residential architecture structural system being applicable to industrialized production and method of construction thereof |
| CN207277534U (en) * | 2017-07-21 | 2018-04-27 | 宝钢建筑系统集成有限公司 | A kind of batten wall building with roof truss that can quickly assemble |
Also Published As
| Publication number | Publication date |
|---|---|
| CN107268776B (en) | 2024-01-26 |
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|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| TA01 | Transfer of patent application right | ||
| TA01 | Transfer of patent application right |
Effective date of registration: 20190515 Address after: 200050 No. 1118 Dingxi Road, Baoshan District, Shanghai Applicant after: SHANGHAI BAOGANG CONSTRUCTION ENGINEERING DESIGN CO.,LTD. Address before: 200050 2nd Floor, Building 13, 999 Tongji Road, Baoshan District, Shanghai Applicant before: BAOSTEEL CONSTRUCTION SYSTEM INTEGRATION CO.,LTD. |
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| CB02 | Change of applicant information | ||
| CB02 | Change of applicant information |
Address after: 200050 No. 1118 Dingxi Road, Shanghai, Changning District Applicant after: Shanghai Baosteel Construction Engineering Technology Co.,Ltd. Address before: 200050 No. 1118 Dingxi Road, Baoshan District, Shanghai Applicant before: SHANGHAI BAOGANG CONSTRUCTION ENGINEERING DESIGN CO.,LTD. |
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