CN207363180U - A kind of wedge keel overhead type floor leveling structure - Google Patents
A kind of wedge keel overhead type floor leveling structure Download PDFInfo
- Publication number
- CN207363180U CN207363180U CN201721253195.6U CN201721253195U CN207363180U CN 207363180 U CN207363180 U CN 207363180U CN 201721253195 U CN201721253195 U CN 201721253195U CN 207363180 U CN207363180 U CN 207363180U
- Authority
- CN
- China
- Prior art keywords
- wedge
- keel
- skeleton
- aluminum
- type floor
- 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.)
- Active
Links
Landscapes
- Floor Finish (AREA)
Abstract
The utility model discloses a kind of wedge keel overhead type floor leveling structure, including leveling Stilt layer and supporting layer, leveling Stilt layer includes trapezoidal wedge and aluminum makes somebody a mere figurehead skeleton, and supporting layer is high-density fiber reinforced cement board；Trapezoidal wedge is directly contacted with original ground, and aluminum is maked somebody a mere figurehead skeleton and is arranged on above trapezoidal wedge, and high-density fiber cement plate is arranged on above aluminum Stilt layer.The utility model operational procedure is simple, novel in design, simple in structure, easy for installation, installation period is short, safety and environmental protection, realizes Fast Installation, reduces cost of labor, and the installation for solving the problems, such as surface water mud plate well is laid with.
Description
Technical field
It the utility model is related to and be related to a kind of wedge keel overhead type floor leveling structure.
Background technology
Existing market floor leveling method is divided into that cement mortar screeding, Self-leveling are levelling, levelling three kinds of gypsum, most common
It is that cement mortar and Self-leveling are levelling, the problem of effect Self-leveling is best, secondly cement mortar, but they are primarily present is artificial
Expensive, levelling effect quality relies primarily on the handicraft of worker, and without industrialness, main material is cement, it is necessary to Site,
Construction environment is dirty and messy, the cycle length, be unsatisfactory for decoration industrialization Fast Installation requirement, solve above-mentioned construction environment, construction period,
Cost of labor problem is the important problem that floor leveling technology need to solve.
Utility model content
The purpose of this utility model is that in view of the deficiencies of the prior art, there is provided a kind of wedge keel overhead type ground is looked for
Flat structure, the structure construction program is simple, novel in design, simple in structure, easy for installation, installation period is short, safety and environmental protection, realizes
Fast Installation, reduces cost of labor, and the installation for solving the problems, such as surface water mud plate well is laid with.
In order to solve the above-mentioned technical problem, adopt the following technical scheme that：
A kind of wedge keel overhead type floor leveling structure, including leveling Stilt layer and supporting layer, leveling Stilt layer bag
Include trapezoidal wedge and aluminum and make somebody a mere figurehead skeleton, supporting layer is high-density fiber reinforced cement board；Trapezoidal wedge and original ground
Directly contact, aluminum is maked somebody a mere figurehead skeleton and is arranged on above trapezoidal wedge, and high-density fiber cement plate is arranged on aluminum Stilt layer
Face.
Further, aluminum, which makes somebody a mere figurehead skeleton, is made of main joist and false keel, is arranged in parallel between main joist and main joist,
False keel is arranged between main joist, and the junction of main joist and false keel is fixed by corner brace connector, main joist and
The fixed skeleton for forming frame-type aerial construction of connection that false keel passes through corner brace connector.
Further, the frame angular position of the skeleton of frame-type aerial construction has additional hook surface velcro, and hook surface velcro is used for
It is connected with high-density fiber cement plate.
Further, the optimal spacing between adjacent main joist is not greater than 400mm, the optimal spacing between adjacent false keel
It is not greater than 480mm.
Further, the material of main joist and false keel is aluminium alloy.
Further, trapezoidal wedge includes two pieces of opposite trapezoidal voussoirs intersected, and the bottom surface side of trapezoidal voussoir, which is equipped with, to be connected
Access slot, the high face side of trapezoidal voussoir are equipped with ground highest anchor point.
Further, trapezoidal voussoir is equipped with step.
Further, four corners of high-density fiber reinforced cement board have additional hair side velcro, and hair side velcro is used for
Skeleton is maked somebody a mere figurehead with aluminum to be connected.
Further, the thickness of high-density fiber reinforced cement board is 10mm.
Due to the adoption of the above technical scheme, have the advantages that：Operational procedure is simple, novel in design, simple in structure,
It is easy for installation, installation period is short, safety and environmental protection, realizes Fast Installation, reduce cost of labor, solve surface water mud plate well
Installation be laid with problem.
Brief description of the drawings
Fig. 1 is a kind of schematic cross-section of wedge keel overhead type floor leveling structure in the utility model；
Fig. 2 is the structure diagram that aluminum makes somebody a mere figurehead skeleton in the utility model；
Fig. 3 be in the utility model I in Fig. 2 in enlarged structure schematic diagram；
Fig. 4 is the structure diagram that trapezoidal wedge leveling aluminum makes somebody a mere figurehead skeleton in the utility model；
Fig. 5 be in the utility model II in Fig. 4 in enlarged structure schematic diagram；
Fig. 6 is layed in the structure diagram that aluminum makes somebody a mere figurehead skeleton for the utility model middle-high density fiber reinforced cement board；
Fig. 7 be in the utility model III in Fig. 6 in enlarged structure schematic diagram；
Fig. 8 is a kind of completion signal on the levelling ground of wedge keel overhead type floor leveling structure in the utility model
Figure.
In figure：1- leveling Stilt layers；2- supporting layers；3- original grounds；4- aluminums make somebody a mere figurehead skeleton；The trapezoidal wedges of 5-；6-
High-density fiber reinforced cement board；7- main joists；8- false keels；9- corner brace connectors；10- hook surface velcro；The trapezoidal wedges of 11-
Block；12- link slots；13- ground highest anchor point；14- steps.
Embodiment
The utility model is described in further detail below in conjunction with the accompanying drawings.
Shown as shown in Figure 1, Figure 2 and Figure 3, a kind of wedge keel overhead type floor leveling structure, including leveling are maked somebody a mere figurehead
Layer 1 and supporting layer 2.Leveling Stilt layer 1 includes trapezoidal wedge 5 and aluminum makes somebody a mere figurehead skeleton 4, and supporting layer 2 increases for high-density fiber
Strong cement plate 6；Trapezoidal wedge 5 is directly contacted with original ground 3, and aluminum is maked somebody a mere figurehead skeleton 4 and is arranged on above trapezoidal wedge 5,
High-density fiber cement plate is arranged on above aluminum Stilt layer.
Aluminum, which makes somebody a mere figurehead skeleton 4, to be made of main joist 7 and false keel 8, and the material of main joist 7 and false keel 8 is that aluminium closes
Gold.It is arranged in parallel between main joist 7 and main joist 7, false keel 8 is arranged between main joist 7, the company of main joist 7 and false keel 8
The place of connecing is fixed by corner brace connector 9, and main joist 7 and false keel 8 are fixed to form frame-type by the connection of corner brace connector 9
The skeleton of aerial construction.By setting corner brace connector 9, the main joist 7 of interconnection is set to be fixedly connected well with false keel 8
Together, the integral firmness of whole leveling Stilt layer 1 is improved.
The frame angular position of the skeleton of frame-type aerial construction has additional hook surface velcro 10, and hook surface velcro 10 is used for and height
Density fiber cement plate connects.
Optimal spacing between adjacent main joist 7 is not greater than 400mm, and the optimal spacing between adjacent false keel 8 must not
More than 480mm.
As shown in Figure 4 and Figure 5, trapezoidal wedge 5 includes two pieces of trapezoidal voussoirs 11 relatively arranged in a crossed manner, trapezoidal voussoir 11
Bottom surface side be equipped with link slot 12, the high face side of trapezoidal voussoir 11 is equipped with ground highest anchor point 13, on trapezoidal voussoir 11
Equipped with step 14.The everywhere of trapezoidal wedge 5 all sets two pieces of trapezoidal voussoirs 11 relatively arranged in a crossed manner, on the one hand can lead to
The 14 integrally-regulated aluminum of step crossed on trapezoidal voussoir 11 makes somebody a mere figurehead the height of skeleton 4, ensures that aluminum makes somebody a mere figurehead 4 everywhere of skeleton same
In one height, the depth of parallelism of high-density fiber reinforced cement board 6 ensure that, on the other hand the opposite intersection of two trapezoidal voussoirs 11 is set
Put, not only limit aluminum and make somebody a mere figurehead the transverse shifting of skeleton 4, and limit aluminum and make somebody a mere figurehead vertically moving for skeleton 4, so as to carry
The high integral firmness of leveling Stilt layer 1.
The skeleton that the utility model makes somebody a mere figurehead the frame-type aerial construction of skeleton composition using trapezoidal wedge and aluminum replaces now
Field traditional-handwork operation, it is not necessary to construction connection fixation is carried out using complicated concrete, not only reduces cost of labor, and
It is easy for installation, installation period is short, safety and environmental protection, overall fastness is fixed no less than traditional concrete connection.Trapezoidal wedge shape
The matching of part uses, and ground difference of height can be made to be adjusted well, so that it is guaranteed that ground is quick levelling.
Four corners of high-density fiber reinforced cement board 6 have additional hair side velcro, and hair side velcro is used for and aluminum
Aerial skeleton 4 connects, and the thickness of high-density fiber reinforced cement board 6 is 10mm.By setting hair side velcro, make high density fine
Dimension reinforced cement board 6 makes somebody a mere figurehead skeleton 4 with aluminum and links together well, it is not necessary to carries out construction company using complicated concrete
Connect fixation, not only reduce cost of labor, and it is easy for installation, installation period is short, safety and environmental protection, overall fastness is no less than passing
The concrete connection of system is fixed.
As shown in Figure 6 to 8, the wedge keel overhead type floor leveling structure of the utility model can in practice of construction
As follows：
（1）Preparation of construction：Original ground 3 is cleared up, i.e., is cleaned out ground debris；
（2）Snap the line：3 peak of original ground is found by infrared ray, puts trapezoidal wedge 5, as standard, is carried out
Snap the line；
（3）It is laid with aluminum and makes somebody a mere figurehead skeleton 4：4 module of skeleton is maked somebody a mere figurehead according to the aluminum that drawing and factory process are completed, on request
Tiling is on the ground；
（4）Trapezoidal 5 leveling of wedge：Based on the trapezoidal wedge 5 placed by ground peak, start to add trapezoidal wedge
Shape part 5, carries out leveling successively, and two trapezoidal wedges 5 intersect as one group, reaches support frame and adjusts the mesh of height
's；
（5）High-density fiber cement plate is laid with：According to processing drawing, fiberboard is laid with request, makes fiberboard corner magic
Art is pasted and aluminum is maked somebody a mere figurehead 4 corner velcro of skeleton and pasted firmly.
The above are only specific embodiments of the present invention, but the technical characteristics of the utility model is not limited thereto.Appoint
How based on the utility model, to solve essentially identical technical problem, essentially identical technique effect is realized, madely
Simple change, equivalent substitution or modification etc., are all covered by among the scope of protection of the utility model.
Claims (9)
1. a kind of wedge keel overhead type floor leveling structure, including leveling Stilt layer and supporting layer, it is characterised in that：It is described
Leveling Stilt layer includes trapezoidal wedge and aluminum makes somebody a mere figurehead skeleton, and the supporting layer is high-density fiber reinforced cement board；It is trapezoidal
Wedge is directly contacted with original ground, and aluminum is maked somebody a mere figurehead skeleton and is arranged on above trapezoidal wedge, and high-density fiber cement plate is set
Put on aluminum Stilt layer.
A kind of 2. wedge keel overhead type floor leveling structure according to claim 1, it is characterised in that：The aluminum
Aerial skeleton is made of main joist and false keel, is arranged in parallel between the main joist and the main joist, the false keel
It is arranged between main joist, the junction of the main joist and false keel is fixed by corner brace connector, the main joist
The fixed skeleton for forming frame-type aerial construction of connection for passing through corner brace connector with false keel.
A kind of 3. wedge keel overhead type floor leveling structure according to claim 2, it is characterised in that：The frame-type
The frame angular position of the skeleton of aerial construction has additional hook surface velcro, and the hook surface velcro is used for and high-density fiber cement
Plate connects.
A kind of 4. wedge keel overhead type floor leveling structure according to claim 2, it is characterised in that：Adjacent main dragon
Optimal spacing between bone is not greater than 400mm, and the optimal spacing between adjacent false keel is not greater than 480mm.
A kind of 5. wedge keel overhead type floor leveling structure according to claim 2, it is characterised in that：The main dragon
The material of bone and false keel is aluminium alloy.
A kind of 6. wedge keel overhead type floor leveling structure according to claim 1, it is characterised in that：It is described trapezoidal
Wedge includes two pieces of trapezoidal voussoirs relatively arranged in a crossed manner, and the bottom surface side of the trapezoidal voussoir is equipped with link slot, the ladder
The high face side of shape voussoir is equipped with ground highest anchor point.
A kind of 7. wedge keel overhead type floor leveling structure according to claim 6, it is characterised in that：It is described trapezoidal
Voussoir is equipped with step.
A kind of 8. wedge keel overhead type floor leveling structure according to claim 1, it is characterised in that：It is described highly dense
Four corners of degree fiber reinforced cement board have additional hair side velcro, and the hair side velcro is used to make somebody a mere figurehead bone with the aluminum
Frame connects.
A kind of 9. wedge keel overhead type floor leveling structure according to claim 1, it is characterised in that：It is described highly dense
The thickness for spending fiber reinforced cement board is 10mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721253195.6U CN207363180U (en) | 2017-09-28 | 2017-09-28 | A kind of wedge keel overhead type floor leveling structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721253195.6U CN207363180U (en) | 2017-09-28 | 2017-09-28 | A kind of wedge keel overhead type floor leveling structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207363180U true CN207363180U (en) | 2018-05-15 |
Family
ID=62350228
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721253195.6U Active CN207363180U (en) | 2017-09-28 | 2017-09-28 | A kind of wedge keel overhead type floor leveling structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207363180U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112391895A (en) * | 2020-11-10 | 2021-02-23 | 北京城建集团有限责任公司 | Detachable outdoor overhead square structure and construction method thereof |
| CN112627458A (en) * | 2020-12-14 | 2021-04-09 | 江苏汇联活动地板股份有限公司 | Anti-static floor supporting device for data center |
-
2017
- 2017-09-28 CN CN201721253195.6U patent/CN207363180U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112391895A (en) * | 2020-11-10 | 2021-02-23 | 北京城建集团有限责任公司 | Detachable outdoor overhead square structure and construction method thereof |
| CN112627458A (en) * | 2020-12-14 | 2021-04-09 | 江苏汇联活动地板股份有限公司 | Anti-static floor supporting device for data center |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN103615110B (en) | Random oblique netted nine-squares beam Hyperbolic Roof construction method | |
| CN105544887B (en) | A kind of construction method of tang style simulation building wing angle cornice | |
| CN207363180U (en) | A kind of wedge keel overhead type floor leveling structure | |
| CN109184194A (en) | A kind of armored concrete hyperbolic slope surface roofing template system construction method | |
| CN105587097A (en) | Ground aerial structure capable of being leveled | |
| CN103291003B (en) | A kind of sleeping watt construction method of pitched roof | |
| CN201486105U (en) | Floating cast concrete ground structure | |
| CN205617614U (en) | Ram soil matrix composite wall and template device that adopts in construction thereof | |
| CN101906858B (en) | Seamless installation process for polyline artistic GRC (Glass-fiber Reinforced Composite) board | |
| CN104831926A (en) | Paving method of joggle type block-shaped surface building floor | |
| CN113006412B (en) | Construction method of sound insulation floor slab | |
| CN206091190U (en) | Ground fixing system | |
| CN111809886A (en) | Construction method of decorative outer wall inlaid by grey bricks and glass bricks | |
| CN106121204B (en) | A kind of filling type wall, ground fast spreading system and its method for paving | |
| CN110341368A (en) | Courtyard landscape design manually stacks diamond stone artificial hillock construction technology | |
| CN205840367U (en) | For controlling the bed course of gray seam thickness and using the masonry mounting structure of this bed course | |
| CN214941477U (en) | Heat preservation and sound insulation system for floating floor | |
| CN101476374B (en) | Reinforcement apparatus for stair step plate, step plate with the same and its production method | |
| CN206448501U (en) | A kind of floor covering layers locating rack | |
| CN103015657B (en) | Construction method for outer heat insulation hanging ceramic plate of outer wall | |
| CN110821117A (en) | Tile leveling structure and tile leveling structure construction process | |
| CN210622254U (en) | Safety foot rest is used in building engineering construction | |
| CN112302045A (en) | Construction method of foundation beam side vertical face waterproof structure | |
| CN209854755U (en) | Side form structure suitable for sunken independent bearing platform | |
| CN216664243U (en) | Basement section bed course waterproof construction that slopes |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |