CN107938879A - A kind of steel structure wave net laminated concrete face integral quakeproof wall - Google Patents
A kind of steel structure wave net laminated concrete face integral quakeproof wall Download PDFInfo
- Publication number
- CN107938879A CN107938879A CN201711113361.7A CN201711113361A CN107938879A CN 107938879 A CN107938879 A CN 107938879A CN 201711113361 A CN201711113361 A CN 201711113361A CN 107938879 A CN107938879 A CN 107938879A
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- Prior art keywords
- keel
- wall
- steel structure
- wave net
- concrete face
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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
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The invention discloses a kind of steel structure wave net laminated concrete face integral quakeproof wall, it is characterized in that, including wall body keel frame, noninflammability filler is filled with wall body keel frame, supporting network layer is equipped with the inner face of wall body keel frame and outside, the support stratum reticulare is covered in the outer layer of noninflammability filler, it is microlith concrete layer to support outside stratum reticulare, it is cement sand bed outside microlith concrete layer, the plasticity of this integral wall is high, overall wall construction and thickness can flexibly be changed according to live frame structure details in the construction process, it is thin, diverse location can specially treated, to superelevation, ultra-wide wall is equally flexible.
Description
Technical field
The invention belongs to technical field of buildings, more particularly to a kind of steel structure wave net laminated concrete face integral quakeproof wall.
Background technology
At present, the made of one piece wall that traditional construction wall is mainly piled up using building block class and batten class wall brick, this
Kind made of one piece wall causes heat-insulated, insulation, sound insulation and other effects bad there are common structural and connectivity wall body slit
Problem；Made of one piece wall is integrally heavier, inertia is big, and shock resistance is poor, and during being rocked in house, it is scrappy wall easily occur
Block slump and the problem of damaged to personnel；Made of one piece wall is thicker, thus occupies more building sides
Product, have compressed room usable floor area；The problem of also seeping water at the same time there are brick wall and plate stitch.On the other hand, made of one piece wall at present
Construction mainly construct by manpower, difficult, material wastage rate is higher, long construction period, and input is more, and production
Raw building waste is difficult compared with multiprocessing, seriously affects surrounding environment.
The content of the invention
The present invention seeks to propose a kind of steel structure wave net laminated concrete face integral quakeproof wall to solve the above problems, this
Invent and adopted the technical scheme that to reach above-mentioned purpose：
A kind of steel structure wave net laminated concrete face integral quakeproof wall, including wall body keel frame, filled with non-ignitable in wall body keel frame
Property filler, be equipped with supporting network layer on the inner face of wall body keel frame and outside, the support stratum reticulare is covered in noninflammability and fills out
The outer layer of thing is filled, is microlith concrete layer outside support stratum reticulare, is cement sand bed outside microlith concrete layer.
Preferably, the wall body keel frame is made of light-weight metal, and wall body keel frame includes being sequentially connected the pliosaur connect
Bone, left keel, lower keel and right keel, are connected with more centre keels, in left keel and right dragon between upper keel and lower keel
More transoms are connected between bone；It is described support stratum reticulare cover and is fixed on upper keel, left keel, lower keel, right keel, erect
On keel and transom.
Preferably, between the adjacent centre keel at intervals of 200 millimeters to 800 millimeters.
Preferably, the centre keel outer layer covers have concrete or the centre keel to use galvanized steel structure connector.
Preferably, the transom uses zinc-plated square tube.
Preferably, the supporting network welds wave net for galvanized metal.
Preferably, the noninflammability filler is rock wool material or glass fiber cotton material.
Preferably, the upper keel, left keel, lower keel, right keel pass through screw, nailing, rivet, bar planting or welding side
Formula is fixed on building.
Preferably, the centre keel upper and lower ends by screw, nailing, rivet or welding manner be fixed on upper keel and under
Between keel.
Preferably, the transom left and right ends are fixed on a left side by way of screw, nailing, rivet, welding or binding
On keel, centre keel and right keel.
The present invention has the advantages that compared with prior art：
（1）This integral quakeproof wall and traditional air-entrained concrete building block performance comparison are as follows：
Integral quakeproof wall
Thickness（Interior wall/exterior wall）（mm）：110/130；
Capacity（Kg/m2）：110/130；
Sound insulation（db）：48-53；
Comprehensive mechanical property：It is good；
Project progress（13 people/class）：250m2/d；
Plasticity：By force；
Thermal conductivity factor（w/m2K）：0.71；
Water proofing property：It is excellent.
Air-entrained concrete building block
Thickness（Interior wall/exterior wall）（mm）：240/300；
Capacity（Kg/m2）：460/570；
Sound insulation（db）：40-45；
Comprehensive mechanical property：Preferably；
Project progress（13 people/class）：120m2/d；
Plasticity：It is weak；
Thermal conductivity factor（w/m2K）：0.93；
Water proofing property：It is good.
（2）This integral quakeproof wall wall compared with traditional made of one piece wall is lighter so that the total quality of building is big
Big to reduce, load is reduced, so as to reduce requirement of the building to pile, beam, column, has achieveed the purpose that to save building cost.
（3）Room usable floor area can be increased using this integral quakeproof wall, with 18 layers of building, every layer of construction area 358.33
Exemplified by square metre, using full shear structure formula house type, usable floor area is 390.43 square metres in actual set, if anti-using this entirety
Wall is shaken, 196.5 meters of wall part length can be optimized, increases by 23.58 square metres of usable floor area, amplification about 8.12%.
（4）This integral quakeproof wall have the function of it is shockproof, prevent oddment slump：Since integral quakeproof wall is piled up with tradition
Or splicing masonry panel is different, shaping, no plate, brick are smeared in wall body keel frame and building body one integrated mass, disposable spray
De- road situation, eliminates the possibility for injuring user by a crashing object, ensure that the life security of user to greatest extent.
（5）The shockproof grade for the building entirety that can be greatly increased using this integral quakeproof wall：, can be to building in earthquake
Build thing Vierendeel girder, column fulcrum damages, since this integral quakeproof wall is overall small compared with inertia that is light, having, can effectively keep away
Exempt from injury of the seismic wave to general frame, there is more prominent shockproof effect.
（6）This integral wall has the advantages that energy conservation and environmental protection：The raw material of use be meet national environmental standard requirement into
Ripe construction material, it is environmentally safe；Original building waste material can also be utilized at the same time（The rubbish of recoverable）, flyash etc.
For wall production and construction, the generation of building waste is effectively reduced, so that saving building waste the expense such as clears, fills,
And resulting problem of environmental pollution.
（7）The insulation of this integral wall, heat-insulated, soundproof effect is good：Since central filler has noninflammability filler, wall is enhanced
When the warming, heat-insulated of itself, sound insulation value, warming time are smaller than traditional wall increase 8-10.
（8）This integral wall is there is no the situation that brick wall and plate stitch seep water, while microlith concrete layer and cement sand bed are with anti-
Water function, no matter so exterior wall or toilet reduce subsequent maintenance all there is no infiltration phenomenon.
（9）The plasticity of this integral wall is high, can flexibly be changed in the construction process according to live frame structure details overall
It is wall construction and thickness, thin, diverse location can specially treated, it is equally flexible to superelevation, ultra-wide wall.
（10）The construction of this integral wall is fast, reduces the occupation of capital.
Brief description of the drawings
Fig. 1 is the three-dimensional cutaway view of the present invention.
Embodiment
The present invention is further described below in conjunction with the accompanying drawings.
As shown in Figure 1, a kind of steel structure wave net laminated concrete face integral quakeproof wall, including wall body keel frame, in wall body keel
Noninflammability filler 2 is filled with frame, supporting network layer 4, the supporting network are equipped with the inner face of wall body keel frame and outside
Layer 4 is covered in the outer layer of noninflammability filler 2, is microlith concrete layer 5 outside support stratum reticulare 4, is cement sand bed 6 outside microlith concrete layer 5.
The wall body keel frame is made of light-weight metal, and wall body keel frame includes being sequentially connected the upper keel connect, Zuo Long
Bone, lower keel and right keel（Not shown in figure）, more centre keels 3 are connected between upper keel and lower keel, in left keel
More transoms 1 are connected between right keel；The supporting network 4 covers and is fixed on upper keel, left keel, lower keel, the right side
In keel, centre keel 3 and transom 1；Supporting network 4 can also be bound on centre keel 3 and transom 1；It will can also support
Net 4 is first laid on upper keel, left keel, lower keel, right keel and centre keel 3 and then is compressed supporting network 4 by transom 1
Mode fix.Between general adjacent centre keel 3 at intervals of 200 millimeters to 800 millimeters, can also be suitable according to being actually needed
It is spaced when changing, can also has concrete or the centre keel 3 to use in 3 outer layer covers of centre keel if necessary to increase intensity
Galvanized steel structure connector.
The transom 1 uses zinc-plated square tube, and the supporting network 4 welds wave net for galvanized metal, add it is anticorrosive,
The ability of antibiosis rust property；The noninflammability filler 2 is rock wool material or glass fiber cotton material.
In order to improve work efficiency reduction construction period on the premise of other requirements are ensured, the upper keel, left keel,
Lower keel, right keel are fixed on building by screw, nailing, rivet, bar planting or welding manner；The centre keel is about 3
Two
End is fixed between upper keel and lower keel by screw, nailing, rivet or welding manner；The transom 1 or so two
End is fixed on by way of screw, nailing, rivet, welding or binding on left keel, centre keel 3 and right keel.
The present invention has the advantages that compared with prior art：
（1）This integral quakeproof wall and traditional air-entrained concrete building block performance comparison are as follows：
Integral quakeproof wall
Thickness（Interior wall/exterior wall）（mm）：110/130；
Capacity（Kg/m2）：110/130；
Sound insulation（db）：48-53；
Comprehensive mechanical property：It is good；
Project progress（13 people/class）：250m2/d；
Plasticity：By force；
Thermal conductivity factor（w/m2K）：0.71；
Water proofing property：It is excellent.
Air-entrained concrete building block
Thickness（Interior wall/exterior wall）（mm）：240/300；
Capacity（Kg/m2）：460/570；
Sound insulation（db）：40-45；
Comprehensive mechanical property：Preferably；
Project progress（13 people/class）：120m2/d；
Plasticity：It is weak；
Thermal conductivity factor（w/m2K）：0.93；
Water proofing property：It is good.
（2）This integral quakeproof wall wall compared with traditional made of one piece wall is lighter so that the total quality of building is big
Big to reduce, load is reduced, so as to reduce requirement of the building to pile, beam, column, has achieveed the purpose that to save building cost.
（3）Room usable floor area can be increased using this integral quakeproof wall, with 18 layers of building, every layer of construction area 358.33
Exemplified by square metre, using full shear structure formula house type, usable floor area is 390.43 square metres in actual set, if anti-using this entirety
Wall is shaken, 196.5 meters of wall part length can be optimized, increases by 23.58 square metres of usable floor area, amplification about 8.12%.
（4）This integral quakeproof wall have the function of it is shockproof, prevent oddment slump：Since integral quakeproof wall is piled up with tradition
Or splicing masonry panel is different, shaping, no plate, brick are smeared in wall body keel frame and building body one integrated mass, disposable spray
De- road situation, eliminates the possibility for injuring user by a crashing object, ensure that the life security of user to greatest extent.
（5）The shockproof grade for the building entirety that can be greatly increased using this integral quakeproof wall：, can be to building in earthquake
Build thing Vierendeel girder, column fulcrum damages, since this integral quakeproof wall is overall small compared with inertia that is light, having, can effectively keep away
Exempt from injury of the seismic wave to general frame, there is more prominent shockproof effect.
（6）This integral wall has the advantages that energy conservation and environmental protection：The raw material of use be meet national environmental standard requirement into
Ripe construction material, it is environmentally safe；Original building waste material can also be utilized at the same time（The rubbish of recoverable）, flyash etc.
For wall production and construction, the generation of building waste is effectively reduced, so that saving building waste the expense such as clears, fills,
And resulting problem of environmental pollution.
（7）The insulation of this integral wall, heat-insulated, soundproof effect is good：Since central filler has noninflammability filler, wall is enhanced
When the warming, heat-insulated of itself, sound insulation value, warming time are smaller than traditional wall increase 8-10.
（8）This integral wall is there is no the situation that brick wall and plate stitch seep water, while microlith concrete layer and cement sand bed are with anti-
Water function, no matter so exterior wall or toilet reduce subsequent maintenance all there is no infiltration phenomenon.
（9）The plasticity of this integral wall is high, can flexibly be changed in the construction process according to live frame structure details overall
It is wall construction and thickness, thin, diverse location can specially treated, it is equally flexible to superelevation, ultra-wide wall.
（10）The construction of this integral wall is fast, reduces the occupation of capital.
Finally it should be noted that：The above embodiments are merely illustrative of the technical solutions of the present invention, rather than its limitations；Although
The present invention is described in detail with reference to the foregoing embodiments, it will be understood by those of ordinary skill in the art that：It still may be used
To modify to the technical solution described in foregoing embodiments, or equivalent substitution is carried out to which part technical characteristic,
For example, the hollow outs such as door, window are set according to the difference that wall acts on and on wall body keel frame and produce have the knot such as door, window
The wall of structure is the structure for employing this integral wall, belongs to the scope of protection of the invention.
Claims (10)
1. a kind of steel structure wave net laminated concrete face integral quakeproof wall, it is characterised in that including wall body keel frame, in wall body keel frame
It is interior to be filled with noninflammability filler, supporting network layer is equipped with the inner face of wall body keel frame and outside, the support stratum reticulare covers
The outer layer in noninflammability filler is covered, is microlith concrete layer outside support stratum reticulare, is cement sand bed outside microlith concrete layer.
2. steel structure wave net laminated concrete face according to claim 1 integral quakeproof wall, it is characterised in that the wall body keel
Frame is made of light-weight metal, and wall body keel frame includes being sequentially connected the upper keel connect, left keel, lower keel and right keel,
More centre keels are connected between upper keel and lower keel, more transoms are connected between left keel and right keel；It is described
Support stratum reticulare covers and is fixed on upper keel, in left keel, lower keel, right keel, centre keel and transom.
3. steel structure wave net laminated concrete face according to claim 2 integral quakeproof wall, it is characterised in that the adjacent perpendicular dragon
Between bone at intervals of 200 millimeters to 800 millimeters.
4. steel structure wave net laminated concrete face according to claim 3 integral quakeproof wall, it is characterised in that outside the centre keel
Layer is enclosed with concrete or the centre keel uses galvanized steel structure connector.
5. steel structure wave net laminated concrete face according to claim 4 integral quakeproof wall, it is characterised in that the transom is adopted
Use zinc-plated square tube.
6. 1 to 5 any one of them steel structure wave net laminated concrete face integral quakeproof wall is wanted according to right, it is characterised in that described
Supporting network welds wave net for galvanized metal.
7. 1 to 5 any one of them steel structure wave net laminated concrete face integral quakeproof wall is wanted according to right, it is characterised in that described
Noninflammability filler is rock wool material or glass fiber cotton material.
8. the steel structure wave net laminated concrete face integral quakeproof wall according to right wants 2, it is characterised in that the upper keel, a left side
Keel, lower keel, right keel are fixed on building by screw, nailing, rivet, bar planting or welding manner.
9. the steel structure wave net laminated concrete face integral quakeproof wall according to right wants 2 or 8, it is characterised in that the centre keel
Upper and lower ends are fixed between upper keel and lower keel by screw, nailing, rivet or welding manner.
10. the steel structure wave net laminated concrete face integral quakeproof wall according to right wants 9, it is characterised in that the transom is left
Right both ends are fixed on by way of screw, nailing, rivet, welding or binding on left keel, centre keel and right keel.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711113361.7A CN107938879A (en) | 2017-11-13 | 2017-11-13 | A kind of steel structure wave net laminated concrete face integral quakeproof wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711113361.7A CN107938879A (en) | 2017-11-13 | 2017-11-13 | A kind of steel structure wave net laminated concrete face integral quakeproof wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN107938879A true CN107938879A (en) | 2018-04-20 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201711113361.7A Pending CN107938879A (en) | 2017-11-13 | 2017-11-13 | A kind of steel structure wave net laminated concrete face integral quakeproof wall |
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Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US20020043045A1 (en) * | 2000-10-18 | 2002-04-18 | Schnell House S.P.A. | Modular panels for building construction |
| CN104790556A (en) * | 2015-05-01 | 2015-07-22 | 俞锡贤 | Building envelope fireproof anti-seepage self-insulating outer wall and construction method thereof |
| CN206360150U (en) * | 2017-01-11 | 2017-07-28 | 刘成金 | A kind of iron net cement mortar sprays wall |
| CN107100298A (en) * | 2017-07-05 | 2017-08-29 | 浙江正合建筑网模有限公司 | A kind of reinforcement network die component |
| CN207436311U (en) * | 2017-11-13 | 2018-06-01 | 肖法刚 | A kind of steel structure wave net laminated concrete face integral quakeproof wall |
-
2017
- 2017-11-13 CN CN201711113361.7A patent/CN107938879A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US20020043045A1 (en) * | 2000-10-18 | 2002-04-18 | Schnell House S.P.A. | Modular panels for building construction |
| CN104790556A (en) * | 2015-05-01 | 2015-07-22 | 俞锡贤 | Building envelope fireproof anti-seepage self-insulating outer wall and construction method thereof |
| CN206360150U (en) * | 2017-01-11 | 2017-07-28 | 刘成金 | A kind of iron net cement mortar sprays wall |
| CN107100298A (en) * | 2017-07-05 | 2017-08-29 | 浙江正合建筑网模有限公司 | A kind of reinforcement network die component |
| CN207436311U (en) * | 2017-11-13 | 2018-06-01 | 肖法刚 | A kind of steel structure wave net laminated concrete face integral quakeproof wall |
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Application publication date: 20180420 |