CN206289962U - Foaming concrete wall and cast-in-place foamed concrete wall mould - Google Patents
Foaming concrete wall and cast-in-place foamed concrete wall mould Download PDFInfo
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- CN206289962U CN206289962U CN201621411246.9U CN201621411246U CN206289962U CN 206289962 U CN206289962 U CN 206289962U CN 201621411246 U CN201621411246 U CN 201621411246U CN 206289962 U CN206289962 U CN 206289962U
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- foaming
- layer
- concrete
- concrete wall
- steel wire
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- 239000004567 concrete Substances 0.000 title claims abstract description 93
- 238000005187 foaming Methods 0.000 title claims abstract description 80
- 239000011381 foam concrete Substances 0.000 title claims abstract description 49
- 239000010410 layer Substances 0.000 claims abstract description 67
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 55
- 239000010959 steel Substances 0.000 claims abstract description 55
- 239000002344 surface layer Substances 0.000 claims abstract description 36
- 230000007704 transition Effects 0.000 claims abstract description 32
- 239000003795 chemical substances by application Substances 0.000 claims description 4
- 239000012814 acoustic material Substances 0.000 claims description 3
- 239000004033 plastic Substances 0.000 claims description 3
- 229920003023 plastic Polymers 0.000 claims description 3
- 230000015271 coagulation Effects 0.000 claims description 2
- 238000005345 coagulation Methods 0.000 claims description 2
- 238000009413 insulation Methods 0.000 abstract description 9
- 230000009286 beneficial effect Effects 0.000 abstract description 6
- 238000005336 cracking Methods 0.000 abstract description 4
- 230000007547 defect Effects 0.000 abstract description 3
- 238000005516 engineering process Methods 0.000 abstract description 3
- 230000000694 effects Effects 0.000 abstract description 2
- 238000005266 casting Methods 0.000 description 4
- 239000000463 material Substances 0.000 description 4
- 230000035772 mutation Effects 0.000 description 3
- 230000008901 benefit Effects 0.000 description 2
- 239000006185 dispersion Substances 0.000 description 2
- 239000006260 foam Substances 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 238000007493 shaping process Methods 0.000 description 2
- 239000002689 soil Substances 0.000 description 2
- 238000013517 stratification Methods 0.000 description 2
- 238000013459 approach Methods 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 239000011083 cement mortar Substances 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 239000004088 foaming agent Substances 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 238000000465 moulding Methods 0.000 description 1
- 238000011017 operating method Methods 0.000 description 1
- 238000005086 pumping Methods 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
- 230000007306 turnover Effects 0.000 description 1
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- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
Abstract
The utility model is related to building structure technology field, aim to solve the problem that existing foaming concrete wall structural strength and the low problem of bearing capacity, there is provided a kind of foaming concrete wall and a kind of cast-in-place foamed concrete wall mould for being molded the foaming concrete wall.A kind of foaming concrete wall, it includes being located at the surface layer of both sides and the foaming layer in the middle of two surface layers.Surface layer is the normal concrete layer being made up of normal concrete, and foaming layer is the foamed concrete layer being made up of foamed concrete.There is transition zone respectively between foaming layer and the surface layer of its both sides.Transition zone includes steel wire and bonds steel wire and bond the transition concrete layer of adjacent surface layer and foaming layer.The beneficial effects of the utility model are good integrities, and bearing capacity is high, be not easy the defect such as cracking, and is provided simultaneously with the effect of good sound insulation, insulation.
Description
Technical field
The utility model is related to building structure technology field, in particular to a kind of foaming concrete wall.This practicality
It is new to further relate to a kind of cast-in-place foamed concrete wall mould for being molded the foaming concrete wall.
Background technology
Foamed concrete, also known as foam concrete or lightweight concrete, foamed concrete are by the foaming system of foaming machine
System mechanically fully foams foaming agent, and foam is uniformly mixed with cement mortar, then by the pumping system of foaming machine
System carries out cast-in-place construction or mould molding, and a kind of novel light containing a large amount of sealed porositys formed through natural curing is incubated
Material.
Due to containing a large amount of blind bore gaps in foamed concrete, good sound insulation property, insulation, lightweight etc. are made it have
Advantage, be widely used in roof heat insulation look for slope, ground insulating bed course, on turn over beam foundation ditch and fill, wall pouring etc..
However, due to foaming concrete lightweight, porous characteristic, existing foamed concrete structure, such as existing foaming
The intensity and bearing capacity of concrete wall are relatively low.
Utility model content
The utility model aims to provide a kind of foaming concrete wall, to solve foaming concrete wall of the prior art
Structural strength and the low problem of bearing capacity.
Another object of the present utility model is to provide a kind of cast-in-place foamed concrete wall mould, for being molded above-mentioned foaming
Concrete wall.
What embodiment of the present utility model was realized in：
A kind of foaming concrete wall, it includes being located at the surface layer of both sides and the foaming layer in the middle of two surface layers.Surface layer
It is the normal concrete layer being made up of normal concrete, foaming layer is the foamed concrete layer being made up of foamed concrete.Foaming
There is transition zone respectively between layer and the surface layer of its both sides.Transition zone includes steel wire and bonds steel wire and bond adjacent face
Layer and the transition concrete layer of foaming layer.
Foaming concrete wall in the present embodiment includes the surface layer positioned at both sides and the foaming layer in the middle of two surface layers,
And will by the transition zone including steel wire and the transition concrete layer for bonding steel wire and bonding adjacent surface layer and foaming layer
Foaming layer and surface layer bonding are integral.
Direct by way of in the stickup of the both sides of foaming concrete wall or splicing surface layer, this implementation compared to existing
The surface layer of the foaming concrete wall in example and intermediate layer are by transition zone connection, the concrete properties of the side of transition zone and face
The concrete properties of layer are approached, and opposite side is approached with the foamed concrete property of centre, that is, constitute the material between each layer of wall
The property of material is seamlessly transitted, and is not in mutation, it is to avoid had a common boundary because of extraneous factors such as temperature deformations between tripe systems stratification
Place's cracking, influences wall quality.Further, since there is steel wire at transition zone, in casting concrete, the foaming in intermediate layer is mixed
The normal concrete of solidifying soil and both sides passes through mutual dispersion mixing during steel wire, with forming properties even variation in the horizontal direction
Transition zone.
Therefore, the foaming concrete wall in the present embodiment has good integrity, and bearing capacity is high, it is cracking to be not easy
Etc. defect, and it is provided simultaneously with the beneficial effect of good sound insulation, insulation.
Further：
Steel wire undulate, it has what part bent to foaming layer lobe and part to its adjacent surface layer
It is raised.
Further：
Steel wire is mutually twisted by two subnets and is mutually permanently connected and forms.
Further：
Transition region thickness is more than 2cm.
Further：
Foaming concrete wall also includes connecting rod, and the two ends of connecting rod are respectively positioned at the steel wire of foaming layer both sides.
Further：
The total multiple of connecting rod, multiple connecting rods be arranged in parallel respectively and the short transverse along steel wire is spaced apart.
Further：
The acoustic material that connecting rod is made up of porous plastics is constituted.
A kind of cast-in-place foamed concrete wall mould, for being molded above-mentioned any one foaming concrete wall.The cast-in-place hair
Bubble concrete walls mould includes two exterior sheathings, and two exterior sheathing relative spacings set to form wall forming cavity.Wall forming cavity
In be provided with two steel wires.Two steel wires are spaced, formed for pouring foamed concrete and shaping foam concrete layer
Foamed concrete chamber.Two steel wires are spaced and its relative exterior sheathing between respectively, form common mixed for pouring
Normal concrete chamber that is solidifying native and being molded normal concrete layer.Steel wire has connection foamed concrete chamber and normal concrete chamber
Mesh.
Cast-in-place foamed concrete wall mould in the present embodiment is used to pour the foaming concrete wall in embodiment one.
The foaming concrete wall that cast-in-place foamed concrete wall mould in the present embodiment is used in formed embodiment one, tool
Have easy to operate, the wall with the beneficial effect in embodiment one can be molded.
Further：
Exterior sheathing is made up of plank sheathing.
Further：
The relative side of two exterior sheathings has releasing agent layer.
Brief description of the drawings
In order to illustrate more clearly of the technical scheme of the utility model embodiment, below will be to be used needed for embodiment
Accompanying drawing be briefly described, it will be appreciated that the following drawings illustrate only some embodiments of the present utility model, therefore should not be by
Regard the restriction to scope as, for those of ordinary skill in the art, on the premise of not paying creative work, may be used also
Other related accompanying drawings are obtained with according to these accompanying drawings.
Fig. 1 is the structural representation of the foaming concrete wall in the utility model embodiment one；
Fig. 2 is a kind of structural representation of implementation method of the steel wire in the present embodiment one；
Fig. 3 is the structural representation of the another embodiment of the steel wire in the present embodiment one；
Fig. 4 is the structural representation of the cast-in-place foamed concrete wall mould in the utility model embodiment two；
Fig. 5 is the structural representation after the cast-in-place foamed concrete wall mould casting concrete in the utility model embodiment two
Figure.
Icon：001- foaming concrete walls；The cast-in-place foamed concrete wall moulds of 002-；100- surface layers；200- foaming layers；
300- transition zones；310- steel wires；311- subnets；312- is raised；313- mesh；320- transition concrete layers；400- exterior sheathings；
401- foamed concretes chamber；402- normal concretes chamber；403- wall forming cavities；410- releasing agent layers；500- connecting rods.
Specific embodiment
It is new below in conjunction with this practicality to make the purpose, technical scheme and advantage of the utility model embodiment clearer
Accompanying drawing in type embodiment, is clearly and completely described, it is clear that retouched to the technical scheme in the utility model embodiment
The embodiment stated is a part of embodiment of the utility model, rather than whole embodiments.Generally described in accompanying drawing herein and
The component of the utility model embodiment for showing can be arranged and designed with a variety of configurations.
Therefore, the detailed description of embodiment of the present utility model below to providing in the accompanying drawings is not intended to limit requirement
The scope of the present utility model of protection, but it is merely representative of selected embodiment of the present utility model.Based in the utility model
Embodiment, the every other embodiment that those of ordinary skill in the art are obtained under the premise of creative work is not made, all
Belong to the scope of the utility model protection.
It should be noted that：Similar label and letter represents similar terms in following accompanying drawing, therefore, once a certain Xiang Yi
It is defined in individual accompanying drawing, then it need not be further defined and explained in subsequent accompanying drawing.
, it is necessary to explanation in description of the present utility model, if occur term " " center ", " on ", D score, " left side ",
The orientation or position relationship of the instruction such as " right side ", " vertical ", " level ", " interior ", " outward " are based on orientation shown in the drawings or position
Relation, or the orientation usually put when using of the utility model product or position relationship, are for only for ease of description this reality
With new and simplified description, device or element rather than instruction or hint meaning must be with specific orientation, with specific
Azimuth configuration and operation, therefore it is not intended that to limitation of the present utility model.If additionally, occurring in description of the present utility model
Term " first ", " second " etc. are only used for distinguishing description, and it is not intended that indicating or implying relative importance.
If additionally, occur the term such as term " level ", " vertical " in description of the present utility model to be not offered as requiring part
Abswolute level or pendency, and can be to be slightly tilted.If " level " refers to only its direction with respect to more level for " vertical ",
It is not to represent that the structure must be fully horizontal, and can be to be slightly tilted.
In description of the present utility model, in addition it is also necessary to explanation, unless otherwise clearly defined and limited, if there is art
Language " setting ", " installation ", " connected ", " connection " should be interpreted broadly, for example, it may be being fixedly connected, or detachably
Connection, or be integrally connected；Can mechanically connect, or electrically connect；Can be joined directly together, it is also possible to by centre
Medium is indirectly connected to, and can be two connections of element internal.For the ordinary skill in the art, can specific feelings
Condition understands concrete meaning of the above-mentioned term in the utility model.
Embodiment one
Fig. 1 is the structural representation of the foaming concrete wall 001 in the utility model embodiment one.Fig. 1 is referred to, this
Foaming concrete wall 001 in embodiment includes the surface layer 100 positioned at both sides and the foaming layer in the middle of two surface layer 100
200.Surface layer 100 is the normal concrete layer being made up of normal concrete, and foaming layer 200 is the foaming being made up of foamed concrete
Concrete layer.There is transition zone 300 respectively between the surface layer 100 of foaming layer 200 and its both sides.Transition zone 300 includes steel wire
310 and bond steel wire 310 and bond the transition concrete layer 320 of adjacent surface layer 100 and foaming layer 200.In the present embodiment
In, it is preferable that the thickness of transition zone 300 in the present embodiment is more than 2cm, so that the abundant transition of transition zone 300.
Steel wire 310 in the present embodiment can be set to various shapes and structure.Fig. 2 is the steel wire in the present embodiment
A kind of structural representation of 310 implementation method.Fig. 2 is referred to, the undulate of steel wire 310 in present embodiment, its tool
Have part to the lobe 312 of foaming layer 200 with part to its adjacent lobe 312 of surface layer 100.Alternatively, please
Referring to Fig. 3, steel wire 310 is mutually twisted by two subnets 311 and is mutually permanently connected and forms.
Referring again to Fig. 1, the foaming concrete wall 001 in the present embodiment also includes connecting rod 500, connecting rod 500
Two ends connect the steel wire 310 of the both sides of foaming layer 200 respectively.Preferably, the total multiple of connecting rod 500, multiple connecting rods 500
It is arranged in parallel respectively and the short transverse along steel wire 310 is spaced apart.The acoustic material that connecting rod 500 is made up of porous plastics
Constitute, to avoid damage to the soundproof effect of wall.
Connecting rod 500 links together the steel wire 310 of both sides, further increases the globality of wall.
Foaming concrete wall 001 in the present embodiment is included positioned at the surface layer 100 of both sides and in the middle of two surface layers 100
Foaming layer 200, and by including steel wire 310 and bonding steel wire 310 and bonding adjacent surface layer 100 and foaming layer 200
The transition zone 300 of transition concrete layer 320 foaming layer 200 and surface layer 100 are bonded integrally.
It is direct by way of in the stickup of the both sides of foaming concrete wall or splicing surface layer 100 compared to existing, this
The surface layer 100 of the foaming concrete wall 001 in embodiment and intermediate layer are connected by transition zone 300, the side of transition zone 300
The concrete properties of concrete properties and surface layer 100 approach, opposite side is approached with the foamed concrete property of centre, that is, constitute
The property of the material between each layer of wall is seamlessly transitted, and is not in mutation, it is to avoid because of temperature deformation between tripe systems stratification
Ftractureed in intersection etc. extraneous factor, influence wall quality.Further, since there is steel wire 310 at transition zone 300, pouring
When building concrete, the foamed concrete in intermediate layer and the normal concrete of both sides pass through mutual dispersion mixing during steel wire 310, with
The transition zone 300 of forming properties even variation in the horizontal direction.
Therefore, the foaming concrete wall 001 in the present embodiment has good integrity, and bearing capacity is high, be not easy appearance
The defects such as cracking, and it is provided simultaneously with the beneficial effect of good sound insulation, insulation.
Embodiment two
Fig. 4 is the structural representation of the cast-in-place foamed concrete wall mould 002 in the utility model embodiment two.This implementation
The foaming concrete wall 001 that cast-in-place foamed concrete wall mould 002 in example is used in formed embodiment one.Refer to Fig. 4,
Cast-in-place foamed concrete wall mould 002 in the present embodiment includes two exterior sheathings 400, and alternatively, exterior sheathing 400 is by plank sheathing
Constitute.Two relative spacings of exterior sheathing 400 set to form wall forming cavity 403.Two steel wires are provided with wall forming cavity 403
Net 310.Two steel wires 310 are spaced, form the foaming for pouring foamed concrete and shaping foam concrete layer and mix
Solidifying provincialism 401.Two steel wires 310 are spaced and its relative exterior sheathing 400 between respectively, form common mixed for pouring
Normal concrete chamber 402 that is solidifying native and being molded normal concrete layer.Steel wire 310 has connection foamed concrete chamber 401 and general
The mesh 313 of logical coagulation provincialism 402.Preferably, the relative side of two exterior sheathings 400 in the present embodiment has releasing agent
Layer 410, is beneficial to conveniently stripped.
When cast-in-place foamed concrete wall mould 002 in the present embodiment is used, the steel wire 310 of centre is first fixedly installed.
When connecting rod 500 is provided with, connecting rod 500 can be used to connect two steel wires 310.Then in the lateral branch of steel wire 310
If exterior sheathing 400, that is, complete installing for cast-in-place foamed concrete wall mould 002.
After the completion of cast-in-place foamed concrete wall mould 002 is installed, just can be used for casting concrete, with formed embodiment one
Foaming concrete wall 001.Its operating method is：Simultaneously to the space between two steel wires 310, each steel wire 310
And the space casting concrete between its adjacent exterior sheathing 400, and the concrete of centre is foamed concrete, both sides it is mixed
Solidifying soil is normal concrete.During in pouring and in the presence of auxiliary is vibrated, two kinds of concrete at steel wire 310 are from steel
Permeated each other at the mesh 313 of silk screen 310, formation bonds steel wire 310, and bond the transition zone 300 of both sides concrete simultaneously.
Transition zone 300 near the part in intermediate layer property close to intermediate layer concrete, near surface layer 100 some properties approaching face
100 concrete of layer, so it can the close concrete layer of bonding both sides simultaneously, it is to avoid undergone mutation due to concrete properties and
The quality problems such as crack are easily produced at faying face.Structure when pouring completion refers to Fig. 5.Dismantle the exterior sheathing of both sides
400, and steel wire 310 and connecting rod 500 are stayed in wall.
The foaming concrete wall that cast-in-place foamed concrete wall mould 002 in the present embodiment is used in formed embodiment one
001, with easy to operate, the wall with the beneficial effect in embodiment one can be molded.
Preferred embodiment of the present utility model is the foregoing is only, the utility model is not limited to, for this
For the technical staff in field, the utility model can have various modifications and variations.It is all it is of the present utility model spirit and principle
Within, any modification, equivalent substitution and improvements made etc. should be included within protection domain of the present utility model.
Claims (10)
1. a kind of foaming concrete wall, it is characterised in that：
The foaming concrete wall includes the surface layer positioned at both sides and the foaming layer in the middle of two surface layers；
The surface layer is the normal concrete layer being made up of normal concrete, and the foaming layer is the hair being made up of foamed concrete
Bubble concrete layer；
There is transition zone respectively between the foaming layer and the surface layer of its both sides；
The transition zone includes steel wire and bonds the steel wire and bond the mistake of the adjacent surface layer and the foaming layer
Cross concrete layer.
2. foaming concrete wall according to claim 1, it is characterised in that：
The steel wire undulate, it has part to the foaming layer lobe and part to its adjacent face
Layer lobe.
3. foaming concrete wall according to claim 2, it is characterised in that：
The steel wire is mutually twisted by two subnets and is mutually permanently connected and forms.
4. foaming concrete wall according to claim 1, it is characterised in that：
The transition region thickness is more than 2cm.
5. the foaming concrete wall according to claim any one of 1-4, it is characterised in that：
The foaming concrete wall also includes connecting rod, and the two ends of the connecting rod are respectively positioned at the steel of foaming layer both sides
Silk screen.
6. foaming concrete wall according to claim 5, it is characterised in that：
The total multiple of the connecting rod, multiple connecting rods be arranged in parallel respectively and the short transverse along the steel wire is spaced
Distribution.
7. the foaming concrete wall according to any one of claim 5, it is characterised in that：
The acoustic material that the connecting rod is made up of porous plastics is constituted.
8. a kind of cast-in-place foamed concrete wall mould, it is characterised in that：
The cast-in-place foamed concrete wall mould is used to be molded the foaming concrete wall described in claim any one of 1-7；
The cast-in-place foamed concrete wall mould includes two exterior sheathings, and two exterior sheathing relative spacings set to form wall
Forming cavity；
Two steel wires are provided with the wall forming cavity；
Two steel wires are spaced, formed for pouring foamed concrete and being molded the foaming of foamed concrete layer
Coagulation provincialism；
Two steel wires are spaced and its relative exterior sheathing between respectively, formed for pour normal concrete and into
The normal concrete chamber of normal concrete layer described in type；
The steel wire has the mesh for connecting the foamed concrete chamber and the normal concrete chamber.
9. cast-in-place foamed concrete wall mould according to claim 8, it is characterised in that：
The exterior sheathing is made up of plank sheathing.
10. cast-in-place foamed concrete wall mould according to claim 8, it is characterised in that：
The relative side of two exterior sheathings has releasing agent layer.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621411246.9U CN206289962U (en) | 2016-12-21 | 2016-12-21 | Foaming concrete wall and cast-in-place foamed concrete wall mould |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621411246.9U CN206289962U (en) | 2016-12-21 | 2016-12-21 | Foaming concrete wall and cast-in-place foamed concrete wall mould |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206289962U true CN206289962U (en) | 2017-06-30 |
Family
ID=59104337
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621411246.9U Expired - Fee Related CN206289962U (en) | 2016-12-21 | 2016-12-21 | Foaming concrete wall and cast-in-place foamed concrete wall mould |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206289962U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108252510A (en) * | 2018-03-28 | 2018-07-06 | 中铁十局集团第二工程有限公司 | A kind of concrete divides storehouse to obstruct grid |
-
2016
- 2016-12-21 CN CN201621411246.9U patent/CN206289962U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108252510A (en) * | 2018-03-28 | 2018-07-06 | 中铁十局集团第二工程有限公司 | A kind of concrete divides storehouse to obstruct grid |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20171212 Address after: 551700 public rental housing 8-7-4, Yang Chang town, Nayong County, Bijie City, Guizhou Province Patentee after: Guizhou magnesium Lian building decoration Labor Services Ltd. Address before: No. 4, Qilin Road, Zhongshan Mountain, Liupanshui, Guizhou Province, No. 83 Patentee before: Hu Lianyi |
|
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20170630 Termination date: 20191221 |