CN106894539A - A kind of prefabricated bearing wall - Google Patents
A kind of prefabricated bearing wall Download PDFInfo
- Publication number
- CN106894539A CN106894539A CN201710155108.1A CN201710155108A CN106894539A CN 106894539 A CN106894539 A CN 106894539A CN 201710155108 A CN201710155108 A CN 201710155108A CN 106894539 A CN106894539 A CN 106894539A
- Authority
- CN
- China
- Prior art keywords
- steel
- steel frame
- bearing wall
- lightweight concrete
- concrete layer
- 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.)
- Pending
Links
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 64
- 239000010959 steel Substances 0.000 claims abstract description 64
- 239000004567 concrete Substances 0.000 claims abstract description 36
- 239000003351 stiffener Substances 0.000 claims abstract description 11
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 claims description 22
- 229910052742 iron Inorganic materials 0.000 claims description 11
- 239000004568 cement Substances 0.000 claims description 10
- FYYHWMGAXLPEAU-UHFFFAOYSA-N Magnesium Chemical compound [Mg] FYYHWMGAXLPEAU-UHFFFAOYSA-N 0.000 claims description 7
- 239000011521 glass Substances 0.000 claims description 7
- 229910052749 magnesium Inorganic materials 0.000 claims description 7
- 239000011777 magnesium Substances 0.000 claims description 7
- 238000010276 construction Methods 0.000 abstract description 6
- 238000009413 insulation Methods 0.000 abstract description 6
- 238000004519 manufacturing process Methods 0.000 abstract description 3
- 238000005266 casting Methods 0.000 description 2
- 238000005553 drilling Methods 0.000 description 2
- 239000011150 reinforced concrete Substances 0.000 description 2
- 238000010521 absorption reaction Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 210000000988 bone and bone Anatomy 0.000 description 1
- 239000004566 building material Substances 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 238000007711 solidification Methods 0.000 description 1
- 230000008023 solidification Effects 0.000 description 1
- 230000006641 stabilisation Effects 0.000 description 1
- 238000011105 stabilization Methods 0.000 description 1
- 230000009967 tasteless effect Effects 0.000 description 1
- 231100000331 toxic Toxicity 0.000 description 1
- 230000002588 toxic effect Effects 0.000 description 1
- 238000003466 welding Methods 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
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
-
- 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
- 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
Abstract
The invention discloses a kind of prefabricated bearing wall, including steel frame and lightweight concrete layer, the steel frame includes several vertical square steel tubes, the steel frame is embedded in lightweight concrete layer, the top surface of the steel frame is welded with angle steel, the one of the angle steel faces up another side positioned at the side of steel frame, equal and lightweight concrete layer the surface in two outer surfaces of side of the angle steel flushes, the bottom of the steel frame is also welded with the stiffener that several stretch out lightweight concrete layer, and the stiffener is used for wall connecting to floor.It is an advantage of the invention that load bearing wall is main being made up of steel frame and lightweight concrete layer, load bearing wall not only has lighter in weight, low manufacture cost, the characteristics of construction is simple, labour's consumption is small but also with preferable sound insulation, insulation, fire protecting performance.
Description
Technical field
The present invention relates to construction engineering technical field, and in particular to a kind of prefabricated bearing wall.
Background technology
Load bearing wall refers to the wall that support upper floor weight, and destroying can destroy whole building structure.In our house
In, the weight of floor, furniture and other indoor articles will pass to load bearing wall, structural beams by floor, then by load-bearing
Wall, structural beams pass to lower floor's load bearing wall or structural column, then pass to basis.Load bearing wall constitutes the structural bone in whole house
Frame, is the pith for determining safety for whole house.
At present, most load bearing wall is reinforced concrete structure in building, reinforced concrete wall not only weight it is big,
High cost, and the construction period is long, and labour's consumption is big.
The content of the invention
Goal of the invention：Regarding to the issue above, it is an object of the invention to provide a kind of prefabricated bearing wall, with it is lightweight,
Low cost, the characteristics of the construction period is short, labour's consumption is small.
Above-mentioned technical purpose of the invention is achieved through the following technical solutions：A kind of prefabricated bearing wall, including steel
Framework and lightweight concrete layer, the steel frame include several vertical square steel tubes, and the steel frame is embedded in lightweight concrete
In layer, the top surface of the steel frame is welded with angle steel, and the one of the angle steel faces up another side positioned at the side of steel frame, the angle
Equal and lightweight concrete layer the surface in two outer surfaces of side of steel flushes, and the bottom of the steel frame is also welded with several and stretches
Go out the stiffener of lightweight concrete layer, the stiffener is used for wall connecting to floor.
By using above-mentioned technical proposal, load bearing wall is mainly made up of steel frame and lightweight concrete layer, compared to reinforcing bar
For concrete wall, the lighter in weight of lightweight concrete load bearing wall, all easily, construction is simple, required consumption for transport and lifting
The labour taken is less, and lightweight concrete low cost, reduce the cost of manufacture of load bearing wall.
Further, angle steel one side upward is welded with several bearing blocks, and the bearing block is located at vertical square steel tube
Surface, the bearing block be used for support upper floor.
By using above-mentioned technical proposal, when precast wall body and top floor are connected, it usually needs have certain between the two
Headspace facilitating the connector of the placement upper and lower floor of connection.
Further, the stiffener of the steel frame bottom is located in concrete floor, the side of the concrete floor
It is embedded with channel-section steel, the channel-section steel is welded with lower floor load bearing wall.
By using above-mentioned technical proposal, when load bearing wall and floor are connected, stiffener is placed in the mould poured used by build floor
Casting concrete in backward mould, makes load bearing wall be firmly fixed in concrete floor in tool.
Further, the wall is located at indoor side and is provided with glass magnesium board.
By using above-mentioned technical proposal, glass magnesium board has shockproof, waterproof and dampproof, the nonpoisonous and tasteless spy such as pollution-free of sound absorption
Point, can reduce room noise and reach using safety, the requirement of green health.
Further, it is provided with plasterboard on the outside of the glass magnesium board.
By using above-mentioned technical proposal, plasterboard also have the advantages that in itself sound insulation and also can insulation, because
This can be significantly increased the energy-saving effect of building while room noise is reduced.
Further, the side that the wall is located outside is sequentially provided with cement pressure plate bar and cement pressure from inside to outside
Plate.
By using above-mentioned technical proposal, used as novel environment friendly building materials, sheet material will not fire cement pressure plate when fire occurs
Burn, toxic smog will not be produced, half is outdoor and high humidity environment under remain to keep the stabilization of performance, will not sink or deform,
Will not be damaged by moisture or worm ant etc., and intensity and hardness strengthen with the time, it is ensured that there is the service life of overlength.
Further, on the steel frame a fixed iron plate is at least welded between the vertical square steel tube of two, it is described solid
Iron plate is determined for carrying the weight of hung on a wall.
By using above-mentioned technical proposal, because lightweight concrete layer is more crisp, should not drill to bolt indoor family thereon
The weight such as electric, hand steered, therefore will fix on iron plate welding parameters calculated, can be easily by household electrical appliances by the drilling on fixed iron plate
Or hand steered be fixed on wall.
Beneficial effect：Compared with prior art, it is an advantage of the invention that load bearing wall is main by steel frame and lightweight concrete
Layer is constituted, and load bearing wall not only has lighter in weight, low manufacture cost, the characteristics of construction is simple, labour's consumption is small but also is had
There are preferable sound insulation, insulation, fire protecting performance.
Brief description of the drawings
Fig. 1 is the structural representation for embodying steel frame and lightweight concrete layer position relationship；
Fig. 3 is the profile of A-A parts in Fig. 1；
Fig. 2 is structural representation of the invention；
In figure, 1, steel frame；2nd, lightweight concrete layer；3rd, angle steel；4th, stiffener；5th, bearing block；6th, concrete floor；
61st, channel-section steel；7th, glass magnesium board；8th, plasterboard；9th, cement pressure plate bar；10th, cement pressure plate；11st, fixed iron plate.
Specific embodiment
Below in conjunction with the accompanying drawings and specific embodiment, the present invention is furture elucidated, it should be understood that these embodiments are merely to illustrate
The present invention rather than limitation the scope of the present invention, after the present invention has been read, those skilled in the art are to of the invention each
The modification for planting the equivalent form of value falls within the application appended claims limited range.
A kind of prefabricated bearing wall, as Figure 1-3, includes cement pressure plate 10, cement pressure plate successively from outside to inside
Bar 9, lightweight concrete layer 2, glass magnesium board 7 and plasterboard 8；It is provided with lightweight concrete layer 2 for supporting lightweight concrete layer 2
Steel frame 1, steel frame 1 is made up of several vertical square steel tubes, and the top surface of steel frame 1 is welded with angle steel 3, and the one of angle steel 3 faces up
Another side is located at the side of steel frame 1, and equal and lightweight concrete layer 2 the surface in two outer surfaces of side of angle steel 3 flushes, angle
The one side upward of steel 3 is also welded with four bearing blocks 5 for supporting upper floor, the bottom surface of steel frame 1 be provided with for by wall and
The stiffener 4 that floor is attached, it is parallel between two vertical square steel tubes of steel frame 1 to be welded with two fixed iron plates 11.
Because the lightweight concrete layer of bearing wall is 2 more crisp, it is impossible to it is enough drilling immediately above come the household electrical appliances for bolting interior,
Hand steered grade hangs wall weight, therefore, can be fixed on wall weight is hung on wall by the fixed iron plate 11 being welded on steel frame 1.
When fixed, first the one side according to where surveying measured size in plasterboard 8 drills and ensures that bored hole is submerged fixed iron plate 11
It is interior, then extension wall weight is bolted on fixed iron plate 11.
During assembling bearing wall, by where cement pressure plate 10 facing to outdoor, where plasterboard 8 one facing to
Interior, casting concrete in backward mould is placed in the mould poured used by build floor by the stiffener 4 of wall bottom, treats concrete
Solidification back wall is just firmly fixed on concrete floor 6；When the top of bearing wall is connected with upper floor, first will
Upper floor is placed on the top of the house frame that wall is surrounded, due to there is bearing block 5 at the top of wall, therefore wall and upper
Space can be left between portion's floor, then connecting plate is placed in the space formed between upper floor and wall, by connecting plate
The bottom with upper floor and the welded top of wall, one is connected to by connecting plate by upper floor and bearing wall respectively
Rise.
Claims (7)
1. a kind of prefabricated bearing wall, it is characterised in that：Including steel frame (1) and lightweight concrete layer (2), the steel frame
(1) including several vertical square steel tubes, the steel frame (1) is embedded in lightweight concrete layer (2), the steel frame (1)
Top surface is welded with angle steel (3), and the one of the angle steel (3) faces up another side positioned at the side of steel frame (1), the angle steel (3)
Equal and lightweight concrete layer (2) the surface in two outer surfaces of side flushes, and the bottom of the steel frame (1) is also welded with several
The stiffener (4) of lightweight concrete layer (2) is stretched out, the stiffener (4) is for by wall connecting to floor.
2. a kind of prefabricated bearing wall according to claim 1, it is characterised in that：The angle steel (3) one side weldering upward
There are several bearing blocks (5), positioned at the surface of vertical square steel tube, the bearing block (5) is for support for the bearing block (5)
Portion's floor.
3. a kind of prefabricated bearing wall according to claim 1, it is characterised in that：Steel frame (1) bottom is put more energy into
In concrete floor (6), the side of the concrete floor (6) is embedded with channel-section steel (61) to plate (4), and the channel-section steel (61) is with
Layer load bearing wall is welded.
4. a kind of prefabricated bearing wall according to claim 1, it is characterised in that：The wall is located at indoor side and sets
There is glass magnesium board (7).
5. a kind of prefabricated bearing wall according to claim 4, it is characterised in that：It is provided with the outside of the glass magnesium board (7)
Plasterboard (8).
6. a kind of prefabricated bearing wall according to claim 1, it is characterised in that：The side that the wall is located outside from
It is interior to being sequentially provided with cement pressure plate bar (9) and cement pressure plate (10) outward.
7. a kind of prefabricated bearing wall according to claim 1, it is characterised in that：Two on the steel frame (1) are erected
To being at least welded with a fixed iron plate (11) between square steel tube, the fixed iron plate (11) is for carrying the weight of hung on a wall.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710155108.1A CN106894539A (en) | 2017-03-15 | 2017-03-15 | A kind of prefabricated bearing wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710155108.1A CN106894539A (en) | 2017-03-15 | 2017-03-15 | A kind of prefabricated bearing wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106894539A true CN106894539A (en) | 2017-06-27 |
Family
ID=59193733
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710155108.1A Pending CN106894539A (en) | 2017-03-15 | 2017-03-15 | A kind of prefabricated bearing wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106894539A (en) |
Citations (14)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB1170464A (en) * | 1967-10-06 | 1969-11-12 | Hythe Kent Engineering Company | Method of Making Prefabricated Building Unit |
| JPH0598734A (en) * | 1991-10-05 | 1993-04-20 | Sekisui House Ltd | External wall panel made of precast concrete synthesized with steel frame |
| CN2627099Y (en) * | 2003-05-20 | 2004-07-21 | 朱恒杰 | Reinforced lightweight concrete board |
| CN101100887A (en) * | 2007-06-01 | 2008-01-09 | 广州市天座企业发展有限公司 | Method for manufacturing light concrete composite wall plate, building plate and road sound barrier plate |
| CN101608487A (en) * | 2008-06-17 | 2009-12-23 | 龚友平 | A kind of wallboard |
| US20110083389A1 (en) * | 2009-10-14 | 2011-04-14 | Thuan Bui | Fastener for lightweight concrete panel and panel assembly |
| CN102433955A (en) * | 2012-02-02 | 2012-05-02 | 孙有芳 | Assembling prefabricated light steel composite load-bearing wall panel |
| CN102695837A (en) * | 2009-08-23 | 2012-09-26 | 图安·布伊 | Fastener for lightweight concrete panel and panel assembly |
| CN103015623A (en) * | 2013-01-07 | 2013-04-03 | 张建忠 | Prefabricated slab and fixed mounting structure thereof |
| CN103104094A (en) * | 2010-04-21 | 2013-05-15 | 成都绿建科技有限公司 | Construction method of lattice light-gauge steel house |
| CN103866903A (en) * | 2012-12-13 | 2014-06-18 | 沈阳瑞福工业住宅有限公司 | Heat-insulating load-bearing light-weight composite building slab |
| CN204212287U (en) * | 2014-07-16 | 2015-03-18 | 马鞍山十七冶工程科技有限责任公司 | The assembled wall body of non-bearing self-insulating external wall panel |
| CN105780967A (en) * | 2016-04-27 | 2016-07-20 | 合肥工业大学 | Web waveform rib tie force riffled plate concrete composite prefabricated wall |
| CN206646676U (en) * | 2017-03-15 | 2017-11-17 | 威信广厦模块住宅工业有限公司 | A kind of prefabricated bearing wall |
-
2017
- 2017-03-15 CN CN201710155108.1A patent/CN106894539A/en active Pending
Patent Citations (14)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB1170464A (en) * | 1967-10-06 | 1969-11-12 | Hythe Kent Engineering Company | Method of Making Prefabricated Building Unit |
| JPH0598734A (en) * | 1991-10-05 | 1993-04-20 | Sekisui House Ltd | External wall panel made of precast concrete synthesized with steel frame |
| CN2627099Y (en) * | 2003-05-20 | 2004-07-21 | 朱恒杰 | Reinforced lightweight concrete board |
| CN101100887A (en) * | 2007-06-01 | 2008-01-09 | 广州市天座企业发展有限公司 | Method for manufacturing light concrete composite wall plate, building plate and road sound barrier plate |
| CN101608487A (en) * | 2008-06-17 | 2009-12-23 | 龚友平 | A kind of wallboard |
| CN102695837A (en) * | 2009-08-23 | 2012-09-26 | 图安·布伊 | Fastener for lightweight concrete panel and panel assembly |
| US20110083389A1 (en) * | 2009-10-14 | 2011-04-14 | Thuan Bui | Fastener for lightweight concrete panel and panel assembly |
| CN103104094A (en) * | 2010-04-21 | 2013-05-15 | 成都绿建科技有限公司 | Construction method of lattice light-gauge steel house |
| CN102433955A (en) * | 2012-02-02 | 2012-05-02 | 孙有芳 | Assembling prefabricated light steel composite load-bearing wall panel |
| CN103866903A (en) * | 2012-12-13 | 2014-06-18 | 沈阳瑞福工业住宅有限公司 | Heat-insulating load-bearing light-weight composite building slab |
| CN103015623A (en) * | 2013-01-07 | 2013-04-03 | 张建忠 | Prefabricated slab and fixed mounting structure thereof |
| CN204212287U (en) * | 2014-07-16 | 2015-03-18 | 马鞍山十七冶工程科技有限责任公司 | The assembled wall body of non-bearing self-insulating external wall panel |
| CN105780967A (en) * | 2016-04-27 | 2016-07-20 | 合肥工业大学 | Web waveform rib tie force riffled plate concrete composite prefabricated wall |
| CN206646676U (en) * | 2017-03-15 | 2017-11-17 | 威信广厦模块住宅工业有限公司 | A kind of prefabricated bearing wall |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20170627 |