CN207672830U - A kind of concrete floor having foam concrete - Google Patents
A kind of concrete floor having foam concrete Download PDFInfo
- Publication number
- CN207672830U CN207672830U CN201721669052.3U CN201721669052U CN207672830U CN 207672830 U CN207672830 U CN 207672830U CN 201721669052 U CN201721669052 U CN 201721669052U CN 207672830 U CN207672830 U CN 207672830U
- Authority
- CN
- China
- Prior art keywords
- layer
- concrete
- girder steel
- profiled sheet
- bonding
- 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.)
- Expired - Fee Related
Links
Landscapes
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
Abstract
The utility model discloses a kind of concrete floors having foam concrete,Its structure includes concrete layer,Upper girder steel,Connecting plate,Lower girder steel,Profiled sheet,Shear stud,Concrete layer lower surface and profiled sheet upper surface are bonding,Upper girder steel upper surface fits with profiled sheet lower surface,A kind of concrete floor having foam concrete of the utility model,By upper girder steel,Lower girder steel is welded successively,It again will be together with profiled sheet and upper girder steel bolt with shear stud,Then lower girder steel is supported,Cast-in-place concrete and foam concrete are poured on profiled sheet,Foam concrete reduces the burden of top beam,Secondary arrangement of reinforcement and main reinforcement enhancing hardness are put into during pouring into,Mortar cover and protective layer have protective effect,Insulating layer has insulation effect,Waterproof layer has waterproof action,Bubble concrete layer lighter weight,Reduce the burden of top beam,Practicability is higher.
Description
Technical field
The utility model is a kind of concrete floor having foam concrete, belongs to construction floor technical field.
Background technology
Mitigation flooring, roofing weight are always the problem of architecture field, and it is a double-edged sword that concrete slab, which increases profile height,
Although can increase bearing capacity, concrete layer dead weight increases too much, therefore general concrete floor plate or roof boarding height exist
Between 100mm~150mm, when flooring large span needs to increase floor height, often just need to make primary and secondary girder construction or plate
Interior installation mold forms cassette ceiling.
Prior art discloses application No. is：201220571381.5 a kind of concrete floor packet having foam concrete
Include lower part ordinary reinforced concrete layer, middle part bubble concrete layer, top ordinary reinforced concrete layer；The middle part foam coagulation
Soil layer is located above the ordinary reinforced concrete layer of lower part, and top ordinary reinforced concrete layer is located on the bubble concrete layer of middle part
Face, but the prior art concrete quality is heavier, increases the burden of top beam, practicability is relatively low.
Utility model content
In view of the deficienciess of the prior art, the utility model aim is to provide a kind of concrete building having foam concrete
Plate, it is heavier to solve prior art concrete quality, increase the burden of top beam, the relatively low problem of practicability.
To achieve the goals above, the utility model is to realize by the following technical solutions：One kind having foam coagulation
The concrete floor of soil, structure include concrete layer, upper girder steel, connecting plate, lower girder steel, profiled sheet, shear stud, described
Concrete layer lower surface and profiled sheet upper surface are bonding, and the upper girder steel upper surface fits with profiled sheet lower surface,
The lower girder steel upper surface is connected with connecting plate lower surface, and the shear stud outer surface connects with profiled sheet inner surface screw thread
Connect, shear stud insertion is installed on upper girder steel upper surface, the concrete layer include secondary arrangement of reinforcement, cast-in-place concrete layer,
Bubble concrete layer, main reinforcement, the secondary arrangement of reinforcement outer surface and cast-in-place concrete layer inner surface are bonding, the cast-in-place concrete
Layer lower surface is connected with bubble concrete layer upper surface, and the bubble concrete layer inner surface and main reinforcement outer surface are bonding,
The bubble concrete layer includes mortar cover, separation layer, insulating layer, waterproof layer, screed-coat, protective layer, and the mortar is protected
Sheath lower surface is connected with separation layer upper surface, and the separation layer lower surface and insulating layer upper surface are bonding, the heat preservation
Layer lower surface fits with waterproof layer upper surface, and the waterproof layer lower surface is connected with screed-coat upper surface, the screed-coat
Lower surface and protective layer upper surface are bonding, and the protective layer is parallel with mortar cover.
Further, the shear stud surface is equipped with external screw thread, and the lower girder steel is parallel with upper girder steel.
Further, upper girder steel upper surface upper surface is equipped with internal thread, under the connecting plate upper surface and upper girder steel
Surface is mutually welded, and the profiled sheet upper surface is equipped with internal thread.
Further, the profiled sheet upper surface and bubble concrete layer lower surface are bonding, on the profiled sheet
Surface is connected with protective layer lower surface.
Further, the connecting plate is the rectangular parallelepiped structure of high 20CM.
Further, the connecting plate uses steel material, and hardness is higher, is unlikely to deform.
Further, the shear stud uses material, and sexual valence is relatively high, and cost is relatively low.
Advantageous effect
A kind of concrete floor having foam concrete of the utility model, upper girder steel, lower girder steel are welded successively, then
With shear stud by together with profiled sheet and upper girder steel bolt, then lower girder steel is supported, is poured on profiled sheet existing
Pouring concrete and foam concrete, foam concrete reduce the burden of top beam, and secondary arrangement of reinforcement is put into during pouring into and main reinforcement increases
There is protective effect, insulating layer there is insulation effect, waterproof layer to have waterproof action for strong hardness, mortar cover and protective layer,
Bubble concrete layer lighter weight, reduces the burden of top beam, and practicability is higher.
Description of the drawings
Upon reading the detailed description of non-limiting embodiments with reference to the following drawings, other spies of the utility model
Sign, objects and advantages will become more apparent upon：
Fig. 1 is a kind of structural schematic diagram for the concrete floor for having foam concrete of the utility model；
Fig. 2 is the cross-sectional view of the utility model concrete layer；
Fig. 3 is the cross-sectional view of the utility model bubble concrete layer.
In figure：It is concrete layer -1, upper girder steel -2, connecting plate -3, lower girder steel -4, profiled sheet -5, shear stud -6, secondary
Arrangement of reinforcement -101, cast-in-place concrete layer -102, bubble concrete layer -103, main reinforcement -104, mortar cover -1031, separation layer -
1032, insulating layer -1033, waterproof layer -1034, screed-coat -1035, protective layer -1036.
Specific implementation mode
To make the technical means, creative features, achievement of purpose, and effectiveness of the utility model be easy to understand, below
In conjunction with specific implementation mode, the utility model is expanded on further.
It please refers to Fig.1, Fig. 2, Fig. 3, the utility model provides a kind of concrete floor technical solution having foam concrete：
Its structure includes concrete layer 1, upper girder steel 2, connecting plate 3, lower girder steel 4, profiled sheet 5, shear stud 6, the concrete layer 1
Lower surface and 5 upper surface of profiled sheet are bonding, and 2 upper surface of the upper girder steel fits with 5 lower surface of profiled sheet, under described
4 upper surface of girder steel is connected with 3 lower surface of connecting plate, and 6 outer surface of the shear stud connects with 5 inner surface screw thread of profiled sheet
It connects, the insertion of the shear stud 6 is installed on 2 upper surface of upper girder steel, and the concrete layer 1 includes secondary arrangement of reinforcement 101, cast-in-place coagulation
Soil layer 102, bubble concrete layer 103, main reinforcement 104,101 outer surface of secondary arrangement of reinforcement and 102 inner surface of cast-in-place concrete layer
Bonding, 102 lower surface of the cast-in-place concrete layer is connected with 103 upper surface of bubble concrete layer, the foam concrete
103 inner surface of layer and 104 outer surface of main reinforcement are bonding, and the bubble concrete layer 103 includes mortar cover 1031, separation layer
1032, insulating layer 1033, waterproof layer 1034, screed-coat 1035, protective layer 1036,1031 lower surface of the mortar cover with every
1032 upper surface of absciss layer is connected, and 1032 lower surface of the separation layer and 1033 upper surface of insulating layer are bonding, the insulating layer
1033 lower surfaces fit with 1034 upper surface of waterproof layer, and 1034 lower surface of the waterproof layer is connected with 1035 upper surface of screed-coat
It connects, 1035 lower surface of the screed-coat and 1036 upper surface of protective layer are bonding, the protective layer 1036 and mortar cover
1031 is parallel, and 6 surface of the shear stud is equipped with external screw thread, and the lower girder steel 4 is parallel with upper girder steel 2, the upper girder steel 2
Upper surface upper surface is equipped with internal thread, and 3 upper surface of the connecting plate is mutually welded with 2 lower surface of upper girder steel, on the profiled sheet 5
Surface is equipped with internal thread, and 5 upper surface of the profiled sheet and 103 lower surface of bubble concrete layer are bonding, the profiled sheet 5
Upper surface is connected with 1036 lower surface of protective layer, and the connecting plate 3 is the rectangular parallelepiped structure of high 20CM, and the connecting plate 3 is adopted
With steel material, hardness is higher, is unlikely to deform, and the shear stud 6 uses material, and sexual valence is relatively high, and cost is relatively low.
The beam that upper girder steel 2 described in this patent is manufactured with steel, the crane girder in workshop and workbench beam, tier building
In floor beam, the purlin etc. in roof structure, can use girder steel, the bubble concrete layer 103 is to pass through foaming machine
Foamed system foaming agent is mechanically fully foamed, and foam is uniformly mixed with cement mortar, then passes through foaming machine
Pumping system carry out cast-in-place construction or mold molding, be formed by through natural curing a kind of containing the novel of a large amount of sealed porositys
Light heat insulation material.
Upper girder steel 2, lower girder steel 4 are welded successively when being used, then with shear stud 6 by 5 He of profiled sheet
Lower girder steel 4 together, is then supported by 2 bolt of upper girder steel, and cast-in-place concrete 102 is poured on profiled sheet 5 and foam is mixed
Solidifying soil 103, foam concrete 103 reduce the burden of top beam, and being put into secondary arrangement of reinforcement 101 and main reinforcement 104 during pouring into enhances firmly
There is protective effect, insulating layer 1033 there is insulation effect, waterproof layer 1034 to have for degree, mortar cover 1031 and protective layer 1036
There is waterproof action.
The utility model solves that prior art concrete quality is heavier, increases the burden of top beam, practicability is lower to ask
Topic, the utility model are combined with each other by above-mentioned component, a kind of concrete floor having foam concrete of the utility model, will
Upper girder steel, lower girder steel are welded successively, then with shear stud by together with profiled sheet and upper girder steel bolt, then by lower girder steel
It is supported, cast-in-place concrete and foam concrete is poured on profiled sheet, foam concrete reduces the burden of top beam, pours into
It is put into secondary arrangement of reinforcement and main reinforcement enhancing hardness in the process, mortar cover and protective layer have protective effect, and insulating layer, which has, to be protected
There is waterproof action, bubble concrete layer lighter weight to reduce the burden of top beam for temperature effect, waterproof layer, and practicability is higher, specifically
As described below:
The concrete layer 1 includes secondary arrangement of reinforcement 101, cast-in-place concrete layer 102, bubble concrete layer 103, main reinforcement 104,
101 outer surface of secondary arrangement of reinforcement and 102 inner surface of cast-in-place concrete layer are bonding, 102 lower surface of the cast-in-place concrete layer
It is connected with 103 upper surface of bubble concrete layer, 103 inner surface of the bubble concrete layer and 104 outer surface of main reinforcement are bonding,
The bubble concrete layer 103 includes mortar cover 1031, separation layer 1032, insulating layer 1033, waterproof layer 1034, screed-coat
1035, protective layer 1036,1031 lower surface of the mortar cover are connected with 1032 upper surface of separation layer, the separation layer
1032 lower surfaces and 1033 upper surface of insulating layer are bonding, and 1033 lower surface of the insulating layer is affixed with 1034 upper surface of waterproof layer
It closes, 1034 lower surface of the waterproof layer is connected with 1035 upper surface of screed-coat, 1035 lower surface of the screed-coat and protective layer
1036 upper surfaces are bonding, and the protective layer 1036 is parallel with mortar cover 1031.
The advantages of basic principles and main features and the utility model of the utility model have been shown and described above, for
For those skilled in the art, it is clear that the present invention is not limited to the details of the above exemplary embodiments, and without departing substantially from this
In the case of the spirit or essential attributes of utility model, the utility model can be realized in other specific forms.Therefore, no matter
From the point of view of which point, the present embodiments are to be considered as illustrative and not restrictive, and the scope of the utility model is by institute
Attached claim rather than above description limit, it is intended that will fall within the meaning and scope of the equivalent requirements of the claims
All changes are embraced therein.Any reference numeral in claim should not be considered as to the involved right of limitation
It is required that.
In addition, it should be understood that although this specification is described in terms of embodiments, but not each embodiment is only wrapped
Containing an independent technical solution, this description of the specification is merely for the sake of clarity, and those skilled in the art should
It considers the specification as a whole, the technical solutions in the various embodiments may also be suitably combined, forms those skilled in the art
The other embodiment being appreciated that.
Claims (5)
1. a kind of concrete floor having foam concrete, it is characterised in that：Its structure includes concrete layer (1), upper girder steel
(2), connecting plate (3), lower girder steel (4), profiled sheet (5), shear stud (6), concrete layer (1) lower surface and die mould steel
Plate (5) upper surface is bonding, and upper girder steel (2) upper surface fits with profiled sheet (5) lower surface, the lower girder steel (4)
Upper surface is connected with connecting plate (3) lower surface, and shear stud (6) outer surface connects with profiled sheet (5) inner surface screw thread
Connect, the shear stud (6) is embedded to be installed on upper girder steel (2) upper surface, the concrete layer (1) include secondary arrangement of reinforcement (101),
Cast-in-place concrete layer (102), bubble concrete layer (103), main reinforcement (104), secondary arrangement of reinforcement (101) outer surface are mixed with cast-in-place
Solidifying soil layer (102) inner surface is bonding, cast-in-place concrete layer (102) lower surface and bubble concrete layer (103) upper surface
It is connected, bubble concrete layer (103) inner surface and main reinforcement (104) outer surface are bonding, the bubble concrete layer
(103) include mortar cover (1031), separation layer (1032), insulating layer (1033), waterproof layer (1034), screed-coat
(1035), protective layer (1036), mortar cover (1031) lower surface is connected with separation layer (1032) upper surface, described
Separation layer (1032) lower surface and insulating layer (1033) upper surface are bonding, insulating layer (1033) lower surface and waterproof layer
(1034) upper surface fits, and waterproof layer (1034) lower surface is connected with screed-coat (1035) upper surface, described levelling
Layer (1035) lower surface and protective layer (1036) upper surface are bonding, the protective layer (1036) and mortar cover (1031) phase
It is parallel.
2. a kind of concrete floor having foam concrete according to claim 1, it is characterised in that：The shear stud
(6) surface is equipped with external screw thread, and the lower girder steel (4) is parallel with upper girder steel (2).
3. a kind of concrete floor having foam concrete according to claim 1, it is characterised in that：The upper girder steel
(2) upper surface is equipped with internal thread, and connecting plate (3) upper surface is mutually welded with upper girder steel (2) lower surface, the profiled sheet
(5) upper surface is equipped with internal thread.
4. a kind of concrete floor having foam concrete according to claim 1, it is characterised in that：The profiled sheet
(5) upper surface and bubble concrete layer (103) lower surface are bonding, profiled sheet (5) upper surface and protective layer (1036)
Lower surface is connected.
5. a kind of concrete floor having foam concrete according to claim 1, it is characterised in that：The connecting plate
(3) rectangular parallelepiped structure for being high 20cm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721669052.3U CN207672830U (en) | 2017-12-05 | 2017-12-05 | A kind of concrete floor having foam concrete |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721669052.3U CN207672830U (en) | 2017-12-05 | 2017-12-05 | A kind of concrete floor having foam concrete |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207672830U true CN207672830U (en) | 2018-07-31 |
Family
ID=62967405
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721669052.3U Expired - Fee Related CN207672830U (en) | 2017-12-05 | 2017-12-05 | A kind of concrete floor having foam concrete |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207672830U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112343231A (en) * | 2020-11-02 | 2021-02-09 | 抚州市恒强达绿色建筑科技有限公司 | Assembled house floor |
| CN114164998A (en) * | 2021-11-22 | 2022-03-11 | 山东金诺新型材料有限公司 | Buckle formula photovoltaic roof boarding and machine-shaping device |
-
2017
- 2017-12-05 CN CN201721669052.3U patent/CN207672830U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112343231A (en) * | 2020-11-02 | 2021-02-09 | 抚州市恒强达绿色建筑科技有限公司 | Assembled house floor |
| CN114164998A (en) * | 2021-11-22 | 2022-03-11 | 山东金诺新型材料有限公司 | Buckle formula photovoltaic roof boarding and machine-shaping device |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN106836567B (en) | A kind of rock wool cast-in-situ concrete heat-insulation wall with ribbing and its construction method | |
| CN107740531A (en) | Assembled wallboard and its attachment structure | |
| CN206693432U (en) | Fabricated shear wall and fabric structure | |
| CN204531076U (en) | Light steel latticework cast-in-place foamed concrete combined wall | |
| CN107288256A (en) | Light composite heat insulation outer wall plate, particular manufacturing craft and preparation method thereof | |
| CN109866315A (en) | A kind of Assembled self-insulating single side overlapped shear wall plate and its casting method | |
| CN205591347U (en) | Light steel assembled composite wall panel and light steel frame thereof | |
| CN207672830U (en) | A kind of concrete floor having foam concrete | |
| CN108343173A (en) | High-strength foam concrete self-heat conserving shear wall and high-strength foam concrete self-heat conserving shear wall structure system | |
| CN208486403U (en) | A kind of building wall board structure | |
| CN207110214U (en) | A kind of prefabricated interior fill concrete wallboard | |
| RU2643055C1 (en) | Three-layer bearing panel manufacturing method | |
| CN106988442A (en) | A kind of lightweight enhancing composite insulation boards and preparation method thereof | |
| CN107366385A (en) | A kind of thermal insulation structure post and its construction method | |
| CN207633745U (en) | Concreting is with exempting to tear compound heat preservation die plate open | |
| CN207700547U (en) | One kind looking for the heat insulation integrated roof structure in slope | |
| CN107237448B (en) | The prefabricated interior fill concrete wallboard of one kind and its manufacturing method | |
| CN205669283U (en) | The cast-in-place Integral Steel frame wall filled with masonry system of the spacing connection of steel disc | |
| CN205712703U (en) | Unilateral composite thermal self-insulation building block | |
| RU2693071C1 (en) | Structure from foamed concrete and structural reinforcement mesh and method of its erection | |
| CN208870274U (en) | Concrete prefabricated board and concrete folding plate | |
| CN207160360U (en) | Combine floor support plate and building structure | |
| CN211714402U (en) | Parapet waterproof construction | |
| CN208884745U (en) | A kind of steel wire centreless frame construction energy saving integrated convex-concave rack insulation board | |
| CN203066275U (en) | Compound insulation plate and building compound insulation system |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180731 Termination date: 20181205 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |