CN107268776B - Slat wall house with roof truss - Google Patents
Slat wall house with roof truss Download PDFInfo
- Publication number
- CN107268776B CN107268776B CN201710601707.1A CN201710601707A CN107268776B CN 107268776 B CN107268776 B CN 107268776B CN 201710601707 A CN201710601707 A CN 201710601707A CN 107268776 B CN107268776 B CN 107268776B
- Authority
- CN
- China
- Prior art keywords
- wall
- roof truss
- slatted
- roof
- wall body
- 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.)
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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 10
- 239000011440 grout Substances 0.000 claims description 9
- 239000000853 adhesive Substances 0.000 claims description 7
- 230000001070 adhesive effect Effects 0.000 claims description 7
- 229910052751 metal Inorganic materials 0.000 claims description 6
- 239000002184 metal Substances 0.000 claims description 6
- 239000002131 composite material Substances 0.000 claims description 5
- 239000004568 cement Substances 0.000 claims description 4
- 229910052782 aluminium Inorganic materials 0.000 claims description 2
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 claims description 2
- 235000019362 perlite Nutrition 0.000 claims description 2
- 239000010451 perlite Substances 0.000 claims description 2
- 239000011178 precast concrete Substances 0.000 claims description 2
- 239000011381 foam concrete Substances 0.000 claims 1
- 238000010276 construction Methods 0.000 abstract description 12
- 238000004519 manufacturing process Methods 0.000 abstract description 3
- 230000005540 biological transmission Effects 0.000 description 3
- 239000002002 slurry Substances 0.000 description 3
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000004566 building material Substances 0.000 description 1
- 238000007796 conventional method Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000005187 foaming Methods 0.000 description 1
- 238000011065 in-situ storage Methods 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
- 239000011150 reinforced concrete 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)
- Joining Of Building Structures In Genera (AREA)
- Load-Bearing And Curtain Walls (AREA)
Abstract
A lath wall house with roof truss includes a foundation; the walls are vertically connected to the foundation and are connected with each other to form at least one room; the wall body is formed by assembling battens, and a top hoop is arranged on the top surface of the wall body; the beam is horizontally connected to the upper part of the inner side surface of the wall body; the roof truss is connected to the top hoop or the beam of the top surface of the wall body; a roof panel connected to the roof truss; the roof board is formed by splicing battens. The lath wall house with the roof truss has the characteristics of full-assembly construction, good integrity, high flexibility, high standardization degree, low manufacturing cost and wide application range.
Description
Technical Field
The invention relates to the technical field of building structures, in particular to a slat wall house with a roof truss.
Background
For low-rise building with a large range, the construction technology commonly used at present mainly comprises masonry houses, cold-formed thin-wall steel houses and cast-in-situ frame houses. The masonry house has the advantages of poor earthquake resistance, more field wet operations, complicated construction, high manual consumption, slow construction speed and great influence of the environment and the operation level of workers on the engineering quality. The cold-formed thin-wall steel house has high manufacturing cost, difficult guarantee of fireproof and sound insulation performance, generally hollow wall panels, difficult acceptance by common people, more materials and complex procedures. The reinforced concrete house has large field steel bar and concrete engineering quantity, complex construction operation and great influence on the construction by the environment.
In view of the above three problems of the conventional techniques, it is a key to develop a simple and practical low-rise building system for fabricated buildings.
Inventive scheme
The invention aims to provide a slat wall house with a roof truss, which has the characteristics of full-assembly construction, good integrity, high flexibility, high standardization degree, low manufacturing cost and wide application range.
In order to achieve the above purpose, the technical scheme of the invention is as follows:
a lath wall house with roof truss includes a foundation; the walls are vertically connected to the foundation and are connected with each other to form at least one room; the wall body is formed by assembling battens, and a top hoop is arranged on the top surface of the wall body; the beam is horizontally connected to the upper part of the inner side surface of the wall body; the roof truss is connected to the top hoop or the beam of the top surface of the wall body; a roof panel connected to the roof truss; the roof board is formed by splicing battens.
Preferably, the roof truss is formed by connecting cold-formed thin-wall steel members or light steel structural members;
preferably, the connection between the wall battens is that a grout layer is coated on the upper surface of the wall for leveling, and a top hoop for connecting the wall battens is arranged on the grout layer, so that the wall battens form an integrated structure; preferably, the joints of the wall battens are reinforced with an adhesive.
Preferably, the roof board is a metal board, or corrugated board, hollow board, sandwich board, composite board cement lath, or precast concrete board.
Preferably, the top hoop is a profile or a strip; preferably, the top hoop is U-shaped thin-wall section steel, C-shaped thin-wall section steel, steel bars, flat steel and aluminum bars.
Preferably, the top hoop is fixedly connected with the wall batten by adopting self-tapping screws, expansion anchor bolts or embedded parts, or bonding connection.
Preferably, the connection at the intersection of the wall bodies is fixedly connected with a steel plate on the top hoop of the wall body; preferably, the joint is reinforced with an adhesive at the wall intersections.
Preferably, the roof truss is connected with the top hoop by adopting tapping screws, expansion anchor bolts, embedded parts and the like.
Preferably, the wall body and the beam are connected by adopting a connecting steel plate to be connected to the top surfaces of the wall body and the beam or adopting an L-shaped connecting piece to be connected to the side surfaces of the wall body and the beam.
Preferably, the connection between the wall body and the foundation is that the upper surface of the foundation corresponds to the position slurry of the lower surface of the wall body, and then the wall body is placed; preferably, metal connectors are used to strengthen the connection of the foundation to the wallboard.
Preferably, the wall batten is a concrete batten or a cement batten; preferably, the wall batten comprises an autoclaved aerated concrete slab, a ceramsite concrete slab, a foaming concrete slab, a hollow slab, an expanded perlite slab, a steel wire mesh frame concrete slab, a composite board or a sandwich board.
In the design of the slat wall house of the invention:
1. the invention relates to a full-assembled slat wall structure system without a frame and capable of bearing horizontal load on a wall, which creatively adopts a top hoop to hoop slats to form an integral wall, and flexibly arranges beams at the position of a missing wall to ensure effective horizontal force transmission, thus forming a complete integral wall stress system; and mechanically fixing a steel roof truss on the wall body, and paving a roof board on the roof truss. The steel roof truss is fixedly connected with the wall body and the top hoop, so that the connection of the integral wall is further enhanced, and the integrity of the house is improved.
2. The inventive top hoop solves the problem of unreliable connection of the prior battens, simultaneously facilitates the connection of the longitudinal and transverse walls, the beams and the wall and the roof truss, brings out a series of innovative simple connection structures, and comprises the connection of the steel plate nail top hoops between the longitudinal and transverse walls, the connection of the steel plates or L-shaped connecting pieces between the wall and the vertical beams thereof, the direct self-tapping nail serial connection of the wall and the roof truss, and the like, and has simple, convenient and quick construction, reasonable and reliable stress.
3. The beam is innovatively and flexibly arranged at the wall-missing position, so that the effective transmission of horizontal force is ensured. The layout of house types is facilitated, the flexibility of design is improved, and the application range of the system is effectively enlarged.
The invention has the beneficial effects that:
1. the fully assembled house with the roof truss strip plates has the advantages that the wall body is connected by the top hoops, the beam is flexibly arranged at the wall-lack position, the structural stress is reasonable, the integrity is good, and the earthquake resistance is good.
2. The fully assembled wall house with the roof truss strip plates has the advantages of simple, convenient and efficient connection nodes, simple and quick construction and small influence on the construction by the environment.
3. The fully assembled wall house with the roof truss strip plates is innovatively and flexibly provided with the beams at the wall missing position, so that the effective transmission of horizontal force is ensured. The layout of house types is facilitated, the flexibility of design is improved, and the application range of the system is effectively enlarged.
4. The fully assembled house with the roof truss strip plates is formed by splicing the standardized strip plates, and the standardized top hoops, roof trusses and nodes are combined, so that the standardization is realized, the integral construction cost of the house can be effectively reduced, and the high construction quality is guaranteed. The building materials are few in variety, are convenient for batch purchase and transportation, and can effectively expand the application range of the novel house.
Drawings
FIG. 1 is a plan view showing the functional layout of a house and the assembly of wall laths according to an embodiment of the present invention;
FIG. 2 is a cross-sectional view A-A of FIG. 1;
FIG. 3 is a roof truss, roof collar and beam floor plan of an embodiment of the invention;
FIG. 4 is a schematic view of a wall installation according to an embodiment of the present invention;
FIG. 5 is a graph of wall top connection nodes in accordance with an embodiment of the present invention;
FIG. 6 is a graph II of wall top connection nodes according to an embodiment of the present invention;
FIG. 7 is a graph III of wall top connection nodes according to an embodiment of the present invention;
FIG. 8 is a detail view of a connecting steel plate of a wall top connecting joint according to an embodiment of the present invention;
fig. 9 is a detail view of an L-shaped connector for a wall top connection node according to an embodiment of the present invention.
Detailed Description
Referring to fig. 1 to 9, the lath wall house with roof truss of the present invention includes,
a foundation 1;
the walls 2 and 2' are vertically connected to the foundation 1 and are mutually connected to form at least one room; the wall body 2 (taking the wall body 2 as an example and the same applies below) is formed by splicing laths 21 and 22, and a top hoop 3 is arranged on the top surface of the wall body;
the beam 4 is horizontally connected to the upper part of the inner side surface of the wall body 2;
roof truss 5 connected to the top hoop or beam 4 of the wall 2;
a roof panel 6 connected to the roof truss 5; the roof board 6 is formed by splicing battens.
Preferably, the roof truss 5 is formed by connecting cold-formed thin-walled steel members or light steel structural members;
preferably, the connection between the wall body 2 battens is that a grout layer 23 is coated on the upper surface of the wall body for leveling, and a top hoop 3 for connecting the wall body battens is arranged on the grout layer 23, so that the wall body battens form an integrated structure; preferably, the joint is reinforced with an adhesive at the wall intersections.
Preferably, the roof panel 6 is a metal sheet, or corrugated sheet, sandwich sheet, composite sheet, or prefabricated sheet.
Preferably, the top hoop 3 is U-shaped thin-wall section steel, C-shaped thin-wall section steel, steel bar or flat steel.
Preferably, the top hoop 3 is fixedly connected with the batten of the wall body 2 by adopting self-tapping screws, expansion anchor bolts or embedded parts or bonding connection.
Preferably, the connection at the intersection of the wall body 2 is that a connecting steel plate 7 is fixedly connected on the top hoop 3 of the wall body 2; preferably, the joint is reinforced with an adhesive at the wall intersections.
The roof truss 5 is a bearing roof truss, and is formed by connecting a lower chord member 51, a web member 52 and an upper chord member 53 which are made of cold-formed thin-wall steel.
Preferably, the roof truss 5 is connected with the top hoop 3 by self-tapping screws 10.
Preferably, the connection between the wall body 2 and the beam 4 is made by connecting a steel plate 7' to the top surfaces of the wall body 2 and the beam 4 or by connecting an L-shaped connecting piece 8 to the side surfaces of the wall body 2 and the beam 4.
Preferably, the connection between the wall body 2 and the foundation 1 is that the slurry 9 is set at the position corresponding to the lower surface of the wall body 2 on the upper surface of the foundation 1, and then the wall body 2 is placed.
Referring to fig. 4, the connection between the battens 21 of the wall body 2 is that a grout layer 23 is coated on the upper surface of the wall body 2 for leveling, and a top hoop 3 fixedly connected with the battens 21 of the wall body is arranged on the grout layer 23. The top hoop 3 is galvanized U-shaped thin-wall section steel.
The top hoop 3 is fixedly connected with the wall batten 21, and can be connected at intervals by self-tapping screws 10.
The connection between the wall body 2 and the foundation 1 is that the slurry 9 is arranged at the position corresponding to the lower surface of the wall body 2 on the upper surface of the foundation 1, and then the wall body 2 is placed; preferably, metal connectors are used to strengthen the connection of the foundation to the wallboard.
Referring to fig. 5, the connection between the wall body 2 and the roof truss 5 is to connect the roof truss 5 with the top hoop 3 and the wall body 2; the roof truss 5 is connected with the top hoop 3 and the wall body 2 at intervals by self-tapping screws 10.
Referring to fig. 6 and 8, the connection between the intersecting walls 2 is that the top hoops 3 of the walls 2 are fixedly connected with steel plates 7 through self-tapping screws 10.
Referring to fig. 7 to 9, the wall body 2 is connected with the steel beam 4 by adopting a connecting steel plate 7' and an L-shaped connecting piece 8.
Claims (13)
1. A lath wall house with a roof truss is characterized by comprising,
a foundation;
the walls are vertically connected to the foundation and are connected with each other to form at least one room; the wall body is formed by assembling battens, and a top hoop is arranged on the top surface of the wall body; the connection of the intersection of the walls is that a steel plate is fixedly connected on the top hoop of the wall;
the beam is horizontally connected to the upper part of the inner side surface of the wall body;
the roof truss is connected to the top hoop or the beam of the top surface of the wall body; the roof truss is connected with the top hoop by adopting self-tapping screws, expansion anchor bolts, bolts or embedded parts;
a roof panel connected to the roof truss; the roof board is formed by splicing battens;
the wall body and the beam are connected by adopting a connecting steel plate to be connected to the top surfaces of the wall body and the beam or adopting an L-shaped connecting piece to be connected to the side surfaces of the wall body and the beam.
2. The slatted wall housing with roof truss of claim 1, wherein the roof truss is formed by joining cold-formed thin-walled steel structural members or lightweight steel structural members.
3. The roof truss strip wall housing of claim 1 wherein the connection between the wall strips is made by leveling the upper surface of the wall with a grout layer and providing a top collar on the grout layer to connect the wall strips to form an integral structure of the wall strips.
4. A batten wall house with roof trusses according to claim 3, wherein the joints of the wall battens are reinforced with adhesive.
5. The slatted wall housing with roof truss of claim 1, wherein the roof panel is a metal panel, corrugated panel, hollow panel, sandwich panel, composite panel, precast concrete panel, or precast cement panel.
6. The slatted wall housing with roof truss of claim 1, wherein the top hoop is a profile or strip.
7. The slatted wall housing with roof truss of claim 1 or 6, wherein the top hoop is a U-shaped thin-walled steel, C-shaped thin-walled steel, steel bar, flat steel or aluminum bar.
8. The slatted wall housing with roof truss of claim 1, wherein the fixed connection of the top hoop and the wall slatted is self tapping screw, expansion anchor or embedded part connection, or adhesive connection.
9. The slatted wall housing with roof truss of claim 1, wherein the joints are reinforced with adhesive at the wall intersections.
10. The slatted wall housing with roof truss of claim 1, wherein the wall is connected to the foundation by a grout applied to the upper surface of the foundation at a location corresponding to the lower surface of the wall, and thereafter the wall is placed.
11. The slatted wall housing with roof truss of claim 1, wherein the connection of the foundation to the wall panels is reinforced with metal connectors.
12. The slatted wall housing with roof truss of claim 1, wherein the wall slatted is a concrete slatted or a cement slatted.
13. The slatted wall housing with roof truss of claim 1, wherein the wall slates comprise autoclaved aerated concrete slabs, ceramsite concrete slabs, foamed concrete slabs, hollow slabs, expanded perlite slabs, wire mesh concrete slabs, composite slabs or sandwich slabs.
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 CN107268776A (en) | 2017-10-20 |
| CN107268776B true 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 |
|---|---|
| CN107268776A (en) | 2017-10-20 |
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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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