CN106013426A - Assembling type beam-free construction building - Google Patents
Assembling type beam-free construction building Download PDFInfo
- Publication number
- CN106013426A CN106013426A CN201610541437.5A CN201610541437A CN106013426A CN 106013426 A CN106013426 A CN 106013426A CN 201610541437 A CN201610541437 A CN 201610541437A CN 106013426 A CN106013426 A CN 106013426A
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- Prior art keywords
- wall
- steel
- building
- connecting plate
- assembled
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- 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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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
- 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
- E04B1/14—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements the elements being composed of two or more materials
-
- 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
- E04B1/38—Connections for building structures in general
- E04B1/61—Connections for building structures in general of slab-shaped building elements with each other
-
- 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
- E04B2/562—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with fillings between the load-bearing elongated members
-
- 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
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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)
- Building Environments (AREA)
Abstract
The invention discloses an assembling type beam-free construction building which comprises steel skeletons of walls, wherein the steel skeletons are arranged as integrated trusses which are formed by welding components; wall connecting plates are respectively in fixed connection with upper and lower ends of vertical components of the trusses; pillar connecting plates are respectively in fixed connection with the left and right sides of the steel skeletons; floor connectors extending left and right are also fixedly connected with the steel skeletons; the pillar connecting plates of the walls are butt-jointed with steel columns and are fixedly connected through bolts or connected through hinged shafts; floor slabs are arranged on the floor connectors of the walls and are fixedly connected through the bolts; and upper and lower two adjacent walls are butt-jointed with the wall connecting plates and are fixedly connected through the bolts. A bearing wall is adopted by the assembling type beam-free construction building, the vertical load transferred from a beam bearing floor slab can be replaced, the support can be replaced for bearing the horizontal loads of wind and earthquake, all the vertical forces of the building are endured by the steel columns and do not bear the bending moment, the phenomenon of strong beams and weak columns is avoided, the anti-seismic property is excellent, the components are few, the occupied space is less, the mounting is convenient, the cost is low, and the popularization and use of the assembling type construction are especially benefited.
Description
Technical field
The present invention relates to assembled architecture technical field, particularly relate to a kind of assembled architecture building body not having beam.
Background technology
Building assemblingization is one emerging technology, and it uses industrialization means, part or all of by building
Component has been prefabricated in the factory, and then transport is to job site, is assembled by reliable connected mode by component
Get up, which not only reduces field operation workload, decrease the difficult problems such as environmental pollution, and be greatly improved
Construction speed.
At present, existing construction wall is divided three classes:
The first kind: load bearing wall such as traditional brick wall, blockwork etc., is only used for low layer, and for multi-story body,
Due to unfavorable to antidetonation, limit now application.
Equations of The Second Kind: fill wall, be subjected only to gravity load, rise fill, go along with sb. to guard him, be incubated, sound insulation, fire prevention,
Waterproof etc. going along with sb. to guard him decoration function, be not subject to external force load, external force load is undertaken by Vierendeel girder and post.
3rd class: concrete or steel construction shear wall, can bear horizontal direction wind load and earthquake load,
Can bear again the vertical load that flooring transmits, steel knot welds in this kind of shear wall field cast-in-place concrete or factory
Structure shear wall, cost of manufacture is high, and complex process, difficulty of construction is big.
And for building structure stress system, have frame structure, frame support structure, frame-shear wall
Structure and shear wall structure etc., by components such as post, beam, shear wall, supports in above structure stress system
Composition, the connection of Liang Yuzhu and shear wall is and just connects, and post undertakes the moment of flexure that beam transmits, and causes the cross section of post
Size is very big, and is easily caused the weak post of brutal, is easily caused the destruction of post under geological process, and coupled columns is totally unfavorable,
Shear wall structure is difficulty with assemblingization.
Summary of the invention
A technical problem to be solved by this invention is to provide a kind of assembled without beam building building body, this building
Body not only can reduce the number of components, takes up room little, it is simple to building assembling equalization, and can improve steel column
Stress, the sectional area of steel column can be reduced in the case of same load, cost is low, be particularly conducive to assembling
Promoting the use of of formula building.
For solving above-mentioned technical problem, the technical scheme is that, a kind of assembled builds building body without beam,
Including: body of wall, floor and steel column；Described body of wall includes that steel skeleton, described steel skeleton are to be become by Member Welding
The truss of one, described component includes the vertical member of up/down perforation, and the two ends up and down of described vertical member are divided
Not being connected with wall connecting plate, the left and right sides of described steel skeleton has been respectively and fixedly connected with post connecting plate, described steel skeleton
Also it is connected with the floor connector that left and right directions extends；The post connecting plate of described body of wall is with described steel column butt joint also
It is bolted to connection or passes through stud connection；Described floor is positioned on the floor connector of described body of wall
And be bolted to connection；Described body of wall has polylith, and wherein, two pieces of neighbouring bodies of wall are at described wall
Dock at connecting plate, and be bolted to connection.
Preferably, described steel column is connected with post connecting plate, the post connecting plate of described body of wall and the post of described steel column
Connecting plate docks and is bolted to connection or passes through stud connection.
Preferably, described steel column is steel pipe, and described pouring concrete within steel pipe forms concrete filled steel tubular column.
Preferably, the outside of described steel skeleton is connected with bar-mat reinforcement, described steel skeleton and bar-mat reinforcement be coated on by
In the lightweight matrix that foam cement, foam concrete or air entrained concrete are constituted.
Preferably, it is filled with heat preservation and soundproof sandwich layer in the framework that described steel skeleton surrounds.
Preferably, described heat preservation and soundproof sandwich layer is polystyrene foam plate or extruded polystyrene board or polyurethane foam
Plate or rock cotton board or glass silk flosssilk wadding plate.
Preferably, the external side of described lighter body is provided with cladding layer.
Preferably, described cladding layer is stone material, ceramic tile, glass, pottery clay plates, artificial board, true stone
Paint or coating.
After have employed technique scheme, the solution have the advantages that:
1) steel skeleton of body of wall makees integral truss, can replace vertical load and wall that joist support transmitted by floor
Body from heavy load, support can be replaced again to bear the level such as wind, earthquake to load, reduce the number of components, account for
Few with space, it is advantageously implemented building assemblingization.
2) body of wall uses combined wall, can be incubated at steel skeleton central filler, deadener such as rock wool, glass
The lightweight materials such as silk flosssilk wadding, extruded sheet, styrofoam, polyurethane, or welded reinforcement inside and outside steel skeleton
Net, then pour into a mould concrete, foam cement, air entrained concrete etc., or outside steel skeleton cladding glass,
The claddings such as stone material, ceramic tile, pottery clay plates and artificial board, play insulation, sound insulation, fire prevention, waterproof
Deng effect.
3) body of wall presses the separation of nature layer up and down, and left and right is separated into assembling module by post, and steel skeleton passes through with steel column
Post connecting plate is also bolted to connection or by stud connection, constitutes building industry alleged " hinged "
Form, floor is positioned on the floor connector of body of wall and is bolted, and also constitutes building industry institute
" hinged " form claimed, by above-mentioned " hinged " structure, whole vertical forces of building body are undertaken by steel column,
The stress performances such as steel column only undertakes vertical axis power, is not subject to moment of flexure, does not haves brutal weak post phenomenon, antidetonation
More preferably, in the case of same load, steel column cross section is less, alternative traditional shear wall structure, frame structure
And frame support structure.
4) body of wall docks at wall connecting plate up and down, and is bolted to connection, on vertical member therein
Under through, be directly connected with basis, and transfer loads to basis, up and down corresponding steel truss and edge steel
Post can entirety spatially calculate, and steel truss participates in overall stress, and structural safety remaining is higher.
5) steel column is steel pipe, and pouring concrete within steel pipe forms concrete filled steel tubular column, and intensity is higher.
Accompanying drawing explanation
Fig. 1 is the assembled multi-tier arrangement figure without beam building building body；
Fig. 2 is the assembling schematic diagram of a unit module in Fig. 1；
Fig. 3 is the Facad structure schematic diagram of steel skeleton in Fig. 2 body of wall；
Fig. 4 is the profile in Fig. 2 at A-A；
Fig. 5 is steel truss and the attachment structure schematic diagram of steel column in Fig. 2；
Fig. 6 is the attachment structure schematic diagram of another kind of steel truss and steel column；
Fig. 7～Figure 10 is the Facad structure schematic diagram of other four kinds of bodies of wall；
In figure: 1-steel column, 2-floor, 3-body of wall, 4-steel skeleton, 5-vertical member, 6-post connecting plate,
7-wall connecting plate, 8-floor connector, 9-bolt, 10-bolt, 11-heat preservation and soundproof sandwich layer, 12-goes along with sb. to guard him material
The bed of material, 13-bolt hinge, 14-hole, 15-hinge, 16-post connecting plate.
Detailed description of the invention
The invention will be further described with embodiment below in conjunction with the accompanying drawings.Need clearly, for the ease of understanding and
Illustrating, " up and down " refers to the orientation under real use state.
Fig. 1 shows that the assembled of a kind of multilamellar (or high-rise) builds building body without beam, and body of wall about 3 is by certainly
So layer separates, and the left and right of body of wall 3 is separated into assembling module by steel column 1, and floor 2 is fixed on body of wall 3.
As shown in Figure 2, Figure 3 and Figure 4, being provided with steel skeleton 4 in body of wall 3, steel skeleton 4 is to be welded by component
Connecing all-in-one-piece truss, these components can use the section bars such as C-shaped steel, steel square tube, angle steel, pipe, H profile steel,
Having the vertical member 5 of some up/down perforations in component, the two ends up and down of vertical member 5 have been respectively and fixedly connected with wall and have connected
Plate 7, wall connecting plate 7 offers connecting hole (connecting or stud connection for high-strength bolt), neighbouring two
Block body of wall 3 docks at wall connecting plate 7, and connects by bolt 10 is fixing.
Steel skeleton 4 is also connected with the floor connector 8 of left and right directions extension and (uses angle steel, it is also possible to be herein
Other section bar), floor connector 8 offers connecting hole, and floor 2 is positioned on the floor connector 8 of body of wall
And connect by bolt 9 is fixing, do not weld.
As shown in Figure 3 and Figure 5, the left and right sides of steel skeleton 4 has been respectively and fixedly connected with post connecting plate 6, post connecting plate
Offer connecting hole on 6, steel column 1 is also connected with post connecting plate 6, the post connecting plate 6 of body of wall and steel column
Post connecting plate 6 dock and be bolted to connection, do not weld.
Fig. 6 shows the attachment structure of another kind of steel truss and steel column, and steel skeleton 4 is connected at post with steel column 1
Dock at plate 16 and connected by hinge 15, not welding.
Steel column 1 is steel pipe, and pouring concrete within steel pipe forms concrete filled steel tubular column, and intensity is higher, it is also possible to be H
Other various cross sectional shapes such as shape shaped steel.
As shown in Figure 4, the outside of steel skeleton 4 is connected with bar-mat reinforcement (not shown), steel skeleton 4 and steel
Muscle net is coated in the lightweight matrix being made up of foam cement, foam concrete or air entrained concrete.Steel skeleton 4
Being filled with heat preservation and soundproof sandwich layer 11 in the framework surrounded, heat preservation and soundproof sandwich layer 11 is polystyrene foam plate or squeezes
Mould styrofoam or polyurethane foam board or rock cotton board or glass silk flosssilk wadding plate etc..The external side of lighter body is provided with goes along with sb. to guard him
Material layer 12, cladding layer 12 is stone material, ceramic tile, glass, pottery clay plates or artificial board etc., plays guarantor
Temperature, sound insulation, fire prevention, the effect such as waterproof.
Fig. 7～Figure 10 also show the Facad structure schematic diagram of other four kinds of bodies of wall 3, these body of wall opening holes
The hole 14 of body of wall 3 shown in 14, Fig. 7 is positioned at middle and lower part, and the hole 14 of body of wall 3 shown in Fig. 8 is positioned at side
Bottom, the hole 14 of body of wall 3 shown in Fig. 9 is positioned at middle part, and the hole 14 of body of wall 3 shown in Figure 10 is positioned at side
Portion, accordingly, the structure of its steel skeleton 4 also to occur to change accordingly, does not repeats at this.
The design of the present invention is mainly reflected in following two aspect:
One, body of wall aspect, the steel skeleton 4 of body of wall 3 makees integral truss, and joist support can be replaced to be passed by floor
The vertical load that comes and body of wall from heavy load, support can be replaced again to bear the level such as wind, earthquake to load,
Reduce the number of components, occupy little space, be advantageously implemented building assemblingization.
Two, building structure stress system aspect, body of wall about 3 press nature layer separate, left and right is separated into by post
Assembling module, steel skeleton 4 dock at post connecting plate 6 with steel column 1 and by bolt 9 fixing be connected or
Dock at post connecting plate 16 and connected by hinge 15, constituting building " hinged " form alleged by industry.
Floor 2 is positioned on the floor connector 8 of body of wall and is connected by bolt 9, also constitutes " hinged " shape
Formula.By above-mentioned " hinged " structure, whole vertical forces of building body are undertaken by steel column 1, and steel column 1 only holds
The stress performances such as load vertical axis power, is not subject to moment of flexure, does not haves brutal weak post phenomenon, antidetonation are more preferable,
In the case of same load, steel column 1 cross section is less, alternative traditional shear wall structure, frame structure and framework
Supporting construction.
It should be noted that " hinged " herein is different from the implication of " hinged " that be generally understood that.Building
In the stress system of building structure, it is impossible to transmission moment of flexure or the least being only capable of of coupling stiffness transmit the least additional bending moment
Connection be considered as " hinged ", it is possible to the connection transmitting whole moment of flexure is considered as " just connecing ", and " hinged " is with " just
Connect " use different mechanical models to calculate.The aforesaid connection by hinge 15 is a kind of pure hinged,
Not transmitting moment of flexure, belong to " hinged ", by the fixing connection of bolt 9, the least being only capable of of its coupling stiffness passes
Pass the least additional bending moment, fall within " hinged ", if together with steel skeleton 4 is welded to steel column 1, this
Connect and transmit whole moments of flexure, belong to " just connecing ".
Sum it up, disclosed without Liang Louti, owing to eliminating girder construction, component is greatly reduced,
Taking up room little, easy for installation, cost is low, is particularly conducive to promoting the use of of assembled architecture.
Claims (8)
1. assembled builds a building body without beam, including:
Body of wall, floor and steel column；It is characterized in that,
Described body of wall includes that steel skeleton, described steel skeleton are by Member Welding all-in-one-piece truss, described component
Including the vertical member of up/down perforation, the two ends up and down of described vertical member have been respectively and fixedly connected with wall connecting plate, institute
The left and right sides stating steel skeleton has been respectively and fixedly connected with post connecting plate, and described steel skeleton is also connected with left and right directions and extends
Floor connector；
The post connecting plate of described body of wall and described steel column butt joint are also bolted to connection or by hinge even
Connect；
Described floor is positioned on the floor connector of described body of wall and is bolted to connection；
Described body of wall has polylith, and wherein, two pieces of neighbouring bodies of wall dock at described wall connecting plate, and
It is bolted to connection.
2. assembled as claimed in claim 1 is without beam building building body, it is characterised in that described steel column is affixed
Having post connecting plate, the post connecting plate of described body of wall docks with the post connecting plate of described steel column and is bolted
Connect or pass through stud connection.
3. assembled as claimed in claim 1 is without beam building building body, it is characterised in that described steel column is steel
Pipe, described pouring concrete within steel pipe forms concrete filled steel tubular column.
4. assembled as claimed in claim 1 is without beam building building body, it is characterised in that described steel skeleton
Outside is connected with bar-mat reinforcement, and described steel skeleton and bar-mat reinforcement are coated on by foam cement, foam concrete or add
In the lightweight matrix that gas concrete is constituted.
5. assembled as claimed in claim 4 is without beam building building body, it is characterised in that described steel skeleton encloses
It is filled with heat preservation and soundproof sandwich layer in the framework become.
6. assembled as claimed in claim 5 is without beam building building body, it is characterised in that described heat preservation and soundproof
Sandwich layer is polystyrene foam plate or extruded polystyrene board or polyurethane foam board or rock cotton board or glass silk flosssilk wadding plate.
7. assembled as claimed in claim 4 is without beam building building body, it is characterised in that described lightweight matrix
Outside is provided with cladding layer.
8. assembled as claimed in claim 7 is without beam building building body, it is characterised in that described cladding
Layer is stone material, ceramic tile, glass, pottery clay plates, artificial board, true mineral varnish or coating.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610541437.5A CN106013426A (en) | 2016-07-09 | 2016-07-09 | Assembling type beam-free construction building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610541437.5A CN106013426A (en) | 2016-07-09 | 2016-07-09 | Assembling type beam-free construction building |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106013426A true CN106013426A (en) | 2016-10-12 |
Family
ID=57109181
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610541437.5A Pending CN106013426A (en) | 2016-07-09 | 2016-07-09 | Assembling type beam-free construction building |
Country Status (1)
| Country | Link |
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| CN (1) | CN106013426A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107246066A (en) * | 2016-12-01 | 2017-10-13 | 牛智勇 | It is a kind of to carry the method that steel column is assembled with combined light floor modules |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO1997001683A1 (en) * | 1995-06-27 | 1997-01-16 | Elr Building Technologies International, Inc. | Bearing wall construction system |
| CN101575874A (en) * | 2009-03-31 | 2009-11-11 | 周剑 | Novel steel frame type light steel villa |
| CN101748903A (en) * | 2009-12-31 | 2010-06-23 | 宝业集团浙江建设产业研究院有限公司 | Structural system of industrial low storied dwelling |
| CN102995790A (en) * | 2012-12-07 | 2013-03-27 | 武汉理工大学 | Capped steel keel and light concrete combined wall |
| CN104652604A (en) * | 2015-01-12 | 2015-05-27 | 樊志 | Assembly type green building system and construction method |
| CN205296573U (en) * | 2016-01-08 | 2016-06-08 | 杜建卫 | Assembly type structure load -bearing wall panel |
| CN205742520U (en) * | 2016-07-09 | 2016-11-30 | 潍坊金艺钢结构工程技术咨询有限公司 | Assembled is without beam building building body |
-
2016
- 2016-07-09 CN CN201610541437.5A patent/CN106013426A/en active Pending
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO1997001683A1 (en) * | 1995-06-27 | 1997-01-16 | Elr Building Technologies International, Inc. | Bearing wall construction system |
| CN101575874A (en) * | 2009-03-31 | 2009-11-11 | 周剑 | Novel steel frame type light steel villa |
| CN101748903A (en) * | 2009-12-31 | 2010-06-23 | 宝业集团浙江建设产业研究院有限公司 | Structural system of industrial low storied dwelling |
| CN102995790A (en) * | 2012-12-07 | 2013-03-27 | 武汉理工大学 | Capped steel keel and light concrete combined wall |
| CN104652604A (en) * | 2015-01-12 | 2015-05-27 | 樊志 | Assembly type green building system and construction method |
| CN205296573U (en) * | 2016-01-08 | 2016-06-08 | 杜建卫 | Assembly type structure load -bearing wall panel |
| CN205742520U (en) * | 2016-07-09 | 2016-11-30 | 潍坊金艺钢结构工程技术咨询有限公司 | Assembled is without beam building building body |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107246066A (en) * | 2016-12-01 | 2017-10-13 | 牛智勇 | It is a kind of to carry the method that steel column is assembled with combined light floor modules |
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Application publication date: 20161012 |
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