CN206308862U - Assembled light floor - Google Patents
Assembled light floor Download PDFInfo
- Publication number
- CN206308862U CN206308862U CN201621420480.8U CN201621420480U CN206308862U CN 206308862 U CN206308862 U CN 206308862U CN 201621420480 U CN201621420480 U CN 201621420480U CN 206308862 U CN206308862 U CN 206308862U
- Authority
- CN
- China
- Prior art keywords
- assembled light
- light floor
- floor
- concrete
- concrete substrate
- 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
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 14
- 239000000758 substrate Substances 0.000 claims description 39
- 239000000945 filler Substances 0.000 claims description 27
- 229910000831 Steel Inorganic materials 0.000 claims description 16
- 229910010293 ceramic material Inorganic materials 0.000 claims description 16
- 239000010959 steel Substances 0.000 claims description 16
- 230000002787 reinforcement Effects 0.000 claims description 11
- 238000005187 foaming Methods 0.000 claims description 9
- 239000000835 fiber Substances 0.000 claims description 6
- 229920000728 polyester Polymers 0.000 claims description 6
- 210000003205 muscle Anatomy 0.000 claims description 2
- 238000007789 sealing Methods 0.000 claims description 2
- 238000010276 construction Methods 0.000 abstract description 15
- 239000000463 material Substances 0.000 abstract description 7
- 239000003643 water by type Substances 0.000 abstract 1
- 238000010586 diagram Methods 0.000 description 5
- 239000011159 matrix material Substances 0.000 description 4
- 230000015271 coagulation Effects 0.000 description 3
- 238000005345 coagulation Methods 0.000 description 3
- 238000011161 development Methods 0.000 description 3
- 239000002689 soil Substances 0.000 description 3
- 238000011065 in-situ storage Methods 0.000 description 2
- 230000007704 transition Effects 0.000 description 2
- 230000002528 anti-freeze Effects 0.000 description 1
- 238000005336 cracking Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 239000003607 modifier Substances 0.000 description 1
- 230000001737 promoting effect Effects 0.000 description 1
- 238000011160 research Methods 0.000 description 1
- 238000012827 research and development Methods 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
Landscapes
- Floor Finish (AREA)
Abstract
The utility model provides an assembled light floor, it includes platelike concrete base member, and concrete base member has top surface, bottom surface and four sides, inlays in the concrete base member and is equipped with light filling material layer and reinforcing bar, and two opposite side facings of concrete base member are pasted and are covered the board of borduring, and the side that the subsides cover has the board of borduring is equipped with the breach with the junction of top surface. The utility model discloses an assembled light floor has overcome traditional floor system and has been from great, and cast-in-place work load is big, and construction speed is slow, and construction quality is poor scheduling problem waters after through adopting light material and setting and reduces the floor dead weight, reduces cast-in-place work load, guarantees construction quality, improves construction speed, among the better green assembly type building structure system that is applicable to.
Description
Technical field
The utility model is related to building structure field, especially a kind of assembled light floor.
Background technology
Assembling type steel structure system refers to make house unit or component according to the building subassembly specification of unification, standard, so
The building that job site assembling is produced in place is transported to afterwards.It is characterized in that construction quality light, energy-conserving and environment-protective, speed of application be fast, work
Industry degree is high etc., can solve that building industrialization level is low, house building labor productivity is low and conventional house product quality
Low problems, adapt to the development of building trade.
Assembled floor system is one of important composition part in assembling type steel structure system, and it directly affects structure
Speed of application and assembling degree.The floor form for using main at present includes cast-in-situ floor and the class of laminated floor slab two, cast-in-place
Although floor overall performance is more excellent, cast-in-place workload is big, not only influences construction speed, and do not meet existing dress
Design concept with formula green building, is not suitable among assembled architecture.Laminated floor slab can reduce the work of cast in situs
Amount, accelerating construction progress, but the pre-erection of laminated floor slab is weaker with the bonding strength of cast-in-place part, simultaneously because prefabricated portion
Point thickness of slab it is smaller, be easily caused that precast floor slab is cracking in transport and work progress, influence the performance of floor.
In recent years, various countries carried forward vigorously the development of assembled green building, and research staff enters to parts such as beam, post and nodes
Go substantial amounts of innovation, be proposed a series of component part suitable for assembled architecture, but the innovation of floor system is not
It is fully up to expectations, without application of the floor system in fabricated construction is solved well, the development of assembled architecture is govern, because
This research and development is extremely urgent suitable for the New Floor Slab system of fabricated construction system.
Utility model content
The purpose of this utility model is to provide a kind of assembled light floor, which overcomes conventional floors system from great,
Cast-in-place workload is big, and speed of application is slow, the problems such as construction quality difference, pours to reduce floor after using light material and setting
Deadweight, reduces cast-in-place workload, it is ensured that construction quality, improves speed of application, is preferably applied to green assembled arthitecutral structure
Among system.
To reach above-mentioned purpose, the utility model proposes a kind of assembled light floor, it includes the coagulation soil matrix of tabular
Body, the concrete substrate has top surface, bottom surface and four sides, and lightweight filler layer is embedded with the concrete substrate
And reinforcing bar, two opposite flanks of the concrete substrate are covered with banded plate, be covered with the side of the banded plate with
The junction of the top surface is provided with breach.
Assembled light floor as described above, wherein, be also embedded with the concrete substrate at least one with it is described
The built-in connection of banded plate connection.
Assembled light floor as described above, wherein, the built-in connection is multiple, multiple built-in connections
It is spaced along the banded plate.
Assembled light floor as described above, wherein, the banded plate is in tabular, and the banded plate is steel plate.
Assembled light floor as described above, wherein, the breach is the bar v notch v set along the banded plate, institute
The section for stating breach is rectangle, square, triangle or inverted trapezoidal.
Assembled light floor as described above, wherein, the reinforcing bar includes being located at lightweight filler layer top
Upper reinforcement and the lower rebar below lightweight filler layer, the upper reinforcement is from the concrete substrate
Inside extend to outside the concrete substrate, and through the breach.
Assembled light floor as described above, wherein, in the thickness direction of the concrete substrate, the light filling
Material layer is located at the middle part of the concrete substrate.
Assembled light floor as described above, wherein, the lightweight filler layer by it is multiple side by side and interval setting
Lightweight concrete housing constitute, lightweight concrete housing be hollow cylindrical configuration.
Assembled light floor as described above, wherein, it is filled with lightweight concrete housing and is from top to bottom sequentially stacked
Foamed ceramic material layer, PVC cored slabs, Polyester Fibers layer and foaming ceramic material layer.
Assembled light floor as described above, wherein, in the horizontal direction, the lightweight filler layer and the steel
Muscle is arranged in a crossed manner.
The characteristics of assembled light floor of the present utility model and advantage are：
1st, assembled light floor of the present utility model, by setting lightweight filler layer, solves conventional floors deadweight
Big problem, banded plate is pasted by two opposite flanks in concrete substrate, is easy to be connected with other components during assembling, is led to
Cross and breach be set in the both sides of concrete substrate, be easy to by pouring concrete after in breach by adjacent assembled light floor
Connection, reduces the deadweight of assembled light floor, and can be prefabricated in the factory completion, reduces cast-in-place workload, it is ensured that construction quality, carries
Speed of application high, to be preferably applied among green assembled arthitecutral structure system；
2nd, assembled light floor of the present utility model, simple structure, intensity is high, easy to assembly, easy, is favorably improved
Efficiency of construction.
Brief description of the drawings
The following drawings is only intended to, in the utility model is done schematic illustration and explanation, not limit model of the present utility model
Enclose.Wherein：
Fig. 1 is the main view cross section structure diagram of assembled light floor one embodiment of the present utility model；
Fig. 2 is the vertical view cross section structure diagram of the assembled light floor of Fig. 1；
Fig. 3 is the schematic diagram of assembled light floor use state of the present utility model；
Fig. 4 is the main view cross section structure diagram of lightweight filler layer one embodiment in the utility model；
Fig. 5 is the main view cross section structure diagram of another embodiment of lightweight filler layer in the utility model.
Main element label declaration：
1 built-in connection
2 concrete substrates
3 lightweight fillers layer
The foamed ceramic material layer of 31 lightweight concrete housing 32
The Polyester Fibers of 33PVC cored slabs 34 layer
35 foaming ceramic material layers
4 lower rebars
5 upper reinforcements
6 banded plates
7 breach
Pouring concrete after 8
9 girder steels
Specific embodiment
In order to be more clearly understood to technical characteristic of the present utility model, purpose and effect, now control is illustrated
Specific embodiment of the present utility model.Wherein, Adjective or adverbial modifier " level " and " vertical ", " on " and
D score, use be for only for ease of relative reference between multigroup term, and simultaneously any spy of the non-depicted to modified term
Fixed direction limitation.
As shown in Figure 1 and Figure 2, the utility model provides a kind of assembled light floor, and it includes flat coagulation soil matrix
Body 2, concrete substrate 2 has top surface, bottom surface and four sides, and (or embedding have) light filling is embedded with concrete substrate 2
Material layer 3 and reinforcing bar, conventional floors are solved from great by setting lightweight filler 3 (or being lightweight filler) of layer
Problem, two opposite flanks of concrete substrate 2 are covered with banded plate 6, are connected with other components during in order to assembling, and are covered with
Two sides of the concrete substrate 2 of banded plate 6 are provided with the breach 7 for pouring concrete after filling 8 with the junction of top surface, or
Person says that the side for being covered with banded plate 6 is connected with top surface by the transition face of lower recess, and transition face top forms breach, so as to
Adjacent assembled light floor is connected in by rear pouring concrete 8, reduce floor after filling before pouring concrete from
Weight.Assembled light floor of the present utility model, can be prefabricated in the factory completion, reduce cast-in-place workload, it is ensured that construction quality, carry
Speed of application high, is preferably applied among green assembled arthitecutral structure system.
Wherein, the symmetrical configuration of the opposite sides of assembled light floor, only show assembled light floor one in Fig. 1
The structure of side, those skilled in the art can know the structure of assembled light floor opposite side according to Fig. 1.
Further, banded plate 6 is in tabular, and banded plate 6 is steel plate, is connected with other parts in order to pass through welding, also
The structural strength of floor can be improved.
Further, breach 7 is the bar v notch v set along banded plate 6, and the section of breach 7 is rectangle, square, triangle
Shape or chamfer are trapezoidal.For example, when the left surface and right flank of concrete substrate 2 paste banded plate 6, breach 7 is along concrete
The left surface or right flank of matrix 2 extend, and the trailing flank of concrete substrate 2 is extended to by the leading flank of concrete substrate 2.
In a preferred embodiment, to be also embedded with least one in concrete substrate 2 pre-buried with what banded plate 6 was connected
Connector 1, by setting built-in connection 1, is easy to be fixedly connected banded plate 6 with concrete substrate 2, improve banded plate 6 with
Bonding strength between concrete substrate 2.
Further, built-in connection 1 is multiple, and multiple built-in connections 1 are spaced along banded plate 6, further to carry
Bonding strength between banded plate high 6 and concrete substrate 2.
Further, built-in connection 1 is connection steel nail, and connection steel nail is welded with banded plate 6.But the utility model is not
As limit, built-in connection 1 can also be the parts such as steel column, steel pole.
Again as shown in figure 1, in a specific embodiment, reinforcing bar includes the top positioned at the top of lightweight filler layer 3
Reinforcing bar 5 (or being top rebars) and the lower rebar 4 (or being bottom reinforcement bars) positioned at the lower section of lightweight filler layer 3, on
Portion's reinforcing bar 5 is extended to outside concrete substrate 2 in the concrete substrate 2, and through breach 7.Upper reinforcement 5 positioned at coagulation soil matrix
Used as steel bar stress, the part stretched out outside concrete substrate 2 of upper reinforcement 5, can be with phase used as overlap joint reinforcing bar for part in body 2
The upper reinforcement overlap joint of adjacent assembled light floor, overlap joint reinforcing bar can be embedded in rear pouring concrete 8, improve adjacent assembling
Bonding strength between formula light floor.
Further, in thickness (or height) direction of concrete substrate 2, lightweight filler layer 3 is located at concrete substrate 2
Middle part.
Further, lower rebar 4 is many, many lower rebars 4 in the concrete substrate 2 side by side and interval setting, on
Portion's reinforcing bar 5 is many, many upper reinforcements 5 along banded plate 6 bearing of trend side by side and interval setting.
As shown in figure 4, in another specific embodiment, lightweight filler layer 3 is side by side and spaced by multiple
Lightweight concrete housing 31 is constituted, and lightweight concrete housing 31 is hollow cylindrical configuration, and lightweight concrete housing 31 is for example in length
Bar shaped, the section of lightweight concrete housing 31 is for example trapezoidal, upper surface and the concrete substrate 2 of lightweight concrete housing 31
Top surface is parallel, and the lower surface of lightweight concrete housing 31 is parallel with the bottom surface of concrete substrate 2.The assembled light of the present embodiment
Floor is applied to the less occasion of stress.
Further, filler is filled with lightweight concrete housing 31, filler is empty foamed ceramic material layer 32, PVC
At least one in core 33, Polyester Fibers layer 34 and foaming ceramic material layer 35.
As shown in Figure 5, it is preferable that filler is foamed ceramic material layer 32, the PVC cored slabs being from top to bottom sequentially stacked
33rd, Polyester Fibers layer 34 and foaming ceramic material layer 35, filler are full of whole lightweight concrete housing 31, wherein, hair
Bubble ceramic material layer 32 and foaming ceramic material layer 35 are contacted with the upper wall and lower wall of lightweight concrete housing 31 respectively, and foaming
The weight sum of ceramic material layer 32 and foaming ceramic material layer 35 is not less than the 25% of filler gross weight.
But the utility model not limited to this, according to the thickness of floor, can also be empty from foamed ceramic material layer 32, PVC
It is filled for two or three in core 33, Polyester Fibers layer 34 and foaming ceramic material layer 35, it is also possible to individually choosing
Select a kind of filling therein.
Further, in the horizontal direction, 3 (or lightweight concrete housing 31) of lightweight filler layer are arranged in a crossed manner with reinforcing bar,
To improve the structural strength of floor.
The concrete used in the utility model is grouting material, normal concrete, with specific functions such as antifreeze, waterproofs
Concrete or other there is the material of certain bearing capacity.
As shown in figure 3, when using, at least two pieces assembled light floors of the present utility model are arranged side by side, it is adjacent
Two pieces of assembled light floors are positioned on girder steel 9, and assembled light floor is fixedly welded on into girder steel 9 by edge sealing steel plate 6
On, the upper reinforcement 5 of assembled light floor carries out overlap joint company with another piece of adjacent upper reinforcement of assembled light floor 5
Connect, rear pouring concrete 8 is cast in the built position between two pieces of assembled light floors, that is, is integrally cast in adjacent two pieces
In adjacent two breach 7 of assembled light floor.
Compared with traditional floor, assembled light floor of the present utility model can be very good to solve floor from great,
Cast-in-place workload is big, and speed of application is slow, and the problems such as construction quality difference, can be prefabricated in the factory completions, reduce and being showed using live
Workload is poured, meets the demand for promoting assembled architecture, be of great immediate significance and engineering application value.
The schematical specific embodiment of the utility model is the foregoing is only, model of the present utility model is not limited to
Enclose.Any those skilled in the art, the equivalent variations made on the premise of design of the present utility model and principle is not departed from
With modification, the scope of the utility model protection all should be belonged to.And it should be noted that each part of the present utility model simultaneously
It is not limited only to above-mentioned overall applicability, each technical characteristic described in specification of the present utility model can be selected according to actual needs
One individually uses or selects multinomial combining to use, therefore, the utility model is covered in the nature of things to be invented with this case
Other relevant combinations of point and concrete application.
Claims (10)
1. a kind of assembled light floor, it is characterised in that the assembled light floor includes the concrete substrate of tabular, institute
Stating concrete substrate has top surface, bottom surface and four sides, and lightweight filler layer and steel are embedded with the concrete substrate
Muscle, two opposite flanks of the concrete substrate are covered with banded plate, be covered with the side of the banded plate with it is described
The junction of top surface is provided with breach.
2. assembled light floor as claimed in claim 1, it is characterised in that is also embedded with least in the concrete substrate
One built-in connection being connected with the banded plate.
3. assembled light floor as claimed in claim 2, it is characterised in that the built-in connection is multiple, Duo Gesuo
Built-in connection is stated to be spaced along the banded plate.
4. assembled light floor as claimed in claim 1, it is characterised in that the banded plate is in tabular, the edge sealing
Plate is steel plate.
5. assembled light floor as claimed in claim 1, it is characterised in that the breach is to be set along the banded plate
Bar v notch v, the section of the breach is rectangle, square, triangle or inverted trapezoidal.
6. the assembled light floor as described in any one of claim 1 to 5, it is characterised in that the reinforcing bar includes being located at institute
State the upper reinforcement above lightweight filler layer and the lower rebar below lightweight filler layer, the top
Reinforcing bar is extended to outside the concrete substrate from the concrete substrate, and through the breach.
7. the assembled light floor as described in any one of claim 1 to 5, it is characterised in that in the concrete substrate
Thickness direction, the lightweight filler layer is located at the middle part of the concrete substrate.
8. the assembled light floor as described in any one of claim 1 to 5, it is characterised in that the lightweight filler layer
By it is multiple side by side and spaced lightweight concrete housing is constituted, the lightweight concrete housing is hollow cylindrical configuration.
9. assembled light floor as claimed in claim 8, it is characterised in that be filled with the lightweight concrete housing by
Foamed ceramic material layer, PVC cored slabs, Polyester Fibers layer and the foaming ceramic material layer being up to sequentially stacked down.
10. the assembled light floor as described in any one of claim 1 to 5, it is characterised in that in the horizontal direction, described
Lightweight filler layer is arranged in a crossed manner with the reinforcing bar.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621420480.8U CN206308862U (en) | 2016-12-22 | 2016-12-22 | Assembled light floor |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621420480.8U CN206308862U (en) | 2016-12-22 | 2016-12-22 | Assembled light floor |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206308862U true CN206308862U (en) | 2017-07-07 |
Family
ID=59246987
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621420480.8U Active CN206308862U (en) | 2016-12-22 | 2016-12-22 | Assembled light floor |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206308862U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106499104A (en) * | 2016-12-22 | 2017-03-15 | 中冶京诚工程技术有限公司 | Assembled light floor |
| CN107386431A (en) * | 2017-08-30 | 2017-11-24 | 刘祥锦 | A kind of plate-column structure assembling system and its floor prefabricated components |
-
2016
- 2016-12-22 CN CN201621420480.8U patent/CN206308862U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106499104A (en) * | 2016-12-22 | 2017-03-15 | 中冶京诚工程技术有限公司 | Assembled light floor |
| CN107386431A (en) * | 2017-08-30 | 2017-11-24 | 刘祥锦 | A kind of plate-column structure assembling system and its floor prefabricated components |
| CN107386431B (en) * | 2017-08-30 | 2020-04-10 | 刘祥锦 | Plate column structure assembly system and floor slab prefabricated part thereof |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN106522435A (en) | Prefabricated assembled interlock steel sheet light floor system | |
| CN106381923A (en) | Multilayer architectural structure adopting prefabricated panel and construction method thereof | |
| CN209227831U (en) | Wall and floor connection structure and assembled arthitecutral structure system | |
| CN206308862U (en) | Assembled light floor | |
| CN201372486Y (en) | Combination member for strengthening concrete frame | |
| CN209556195U (en) | Fabricated Beam-Slab connection structure | |
| CN209556190U (en) | A kind of prefabricated composite floor | |
| CN113719008A (en) | Steel mesh truss hollow nest core plate and construction process | |
| CN106499104A (en) | Assembled light floor | |
| CN203393876U (en) | Connection structure between composite floor slabs | |
| CN206279678U (en) | Assembled light floor system | |
| CN113027021A (en) | Support-free prefabricated floor slab with bracket | |
| CN206279674U (en) | Prefabricated assembled light floor system | |
| CN208347063U (en) | The prefabricated double board wall units of one kind, shear-wall element and assembly concrete shear wall | |
| CN110735492A (en) | Connecting structure of prestressed hollow composite slabs and construction method thereof | |
| CN206279676U (en) | Prefabricated assembly interlock formula light floor | |
| CN206279675U (en) | Prefabricated assembled interlock steel sheet light floor system | |
| CN206279677U (en) | Prefabricated assembled interlock steel sheet light floor | |
| CN206279679U (en) | Prefabricated assembled interlock light floor system | |
| CN109440991A (en) | A kind of glomeration building superimposed sheet unidirectional precast hollow slab in gradual change section | |
| CN215977988U (en) | Connecting node of assembled horizontal component | |
| CN105952044B (en) | Fully-prefabricated prestressed concrete floor structure and prestressed assembly method | |
| CN106522438A (en) | Assembled light floor system | |
| CN206279673U (en) | Prefabricated assembled light floor | |
| CN108193800A (en) | A kind of assembled compound shear wall and its with girder steel, the connecting structure of floor |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |