CN106522438A - Assembled light floor system - Google Patents
Assembled light floor system Download PDFInfo
- Publication number
- CN106522438A CN106522438A CN201611196736.6A CN201611196736A CN106522438A CN 106522438 A CN106522438 A CN 106522438A CN 201611196736 A CN201611196736 A CN 201611196736A CN 106522438 A CN106522438 A CN 106522438A
- Authority
- CN
- China
- Prior art keywords
- assembled light
- light floor
- concrete
- assembled
- floor system
- 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.)
- Pending
Links
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 31
- 239000010959 steel Substances 0.000 claims abstract description 31
- 239000000463 material Substances 0.000 claims abstract description 8
- 239000000758 substrate Substances 0.000 claims description 35
- 239000000945 filler Substances 0.000 claims description 32
- 229910010293 ceramic material Inorganic materials 0.000 claims description 15
- 238000012856 packing Methods 0.000 claims description 15
- 230000003014 reinforcing effect Effects 0.000 claims description 13
- 230000002787 reinforcement Effects 0.000 claims description 12
- 238000005187 foaming Methods 0.000 claims description 8
- 239000000835 fiber Substances 0.000 claims description 6
- 229920000728 polyester Polymers 0.000 claims description 6
- 230000015271 coagulation Effects 0.000 claims description 3
- 238000005345 coagulation Methods 0.000 claims description 3
- 238000010276 construction Methods 0.000 abstract description 15
- 238000007789 sealing Methods 0.000 abstract description 4
- 229910001294 Reinforcing steel Inorganic materials 0.000 abstract 1
- 238000010586 diagram Methods 0.000 description 5
- 239000007943 implant Substances 0.000 description 5
- 238000011161 development Methods 0.000 description 3
- 239000011159 matrix material Substances 0.000 description 3
- 238000013461 design Methods 0.000 description 2
- 238000011065 in-situ storage Methods 0.000 description 2
- 239000002689 soil Substances 0.000 description 2
- 230000007704 transition Effects 0.000 description 2
- 230000002528 anti-freeze Effects 0.000 description 1
- 239000000919 ceramic Substances 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
- 239000004615 ingredient Substances 0.000 description 1
- 238000010030 laminating Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 239000003607 modifier Substances 0.000 description 1
- 210000003205 muscle Anatomy 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
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
- E04B5/02—Load-carrying floor structures formed substantially of prefabricated units
- E04B5/023—Separate connecting devices for prefabricated floor-slabs
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
- E04B5/02—Load-carrying floor structures formed substantially of prefabricated units
- E04B5/10—Load-carrying floor structures formed substantially of prefabricated units with metal beams or girders, e.g. with steel lattice girders
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Bridges Or Land Bridges (AREA)
Abstract
The invention provides an assembled light floor system, which comprises at least two assembled light floors and steel beams connected below the two adjacent assembled light floors; the assembled light floor slab comprises a concrete base body, a light filling material layer and reinforcing steel bars are embedded in the concrete base body, the two opposite side faces of the concrete base body are pasted with edge sealing plates, the assembled light floor slab is connected with a steel beam through the edge sealing plates, gaps are formed in the connecting positions of the side faces and the top face of the pasted edge sealing plates, two adjacent gaps of two adjacent assembled light floor slabs are communicated to form filling grooves, and concrete filling blocks for connecting the two adjacent assembled light floor slabs are filled in the filling grooves. The invention overcomes the problems of heavy self weight, large cast-in-place workload, low construction speed, poor construction quality and the like of the traditional floor slab system, reduces the self weight of the floor slab by adopting light materials and arranging post-pouring, reduces the cast-in-place workload, ensures the construction quality, improves the construction speed, and is better suitable for a green assembly type building structure system.
Description
Technical field
The present invention relates to building structure field, especially a kind of assembled light floor system.
Background technology
Assembling type steel structure system refers to the building subassembly specification making house unit or component according to unification, standard, so
Job site is transported to afterwards assembles building that is in place and producing.It is characterized in that construction quality light, energy-conserving and environment-protective, speed of application be fast, work
Industry degree height 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 main floor form for adopting includes two class of cast-in-situ floor and laminated floor slab at present, cast-in-place
Although floor overall performance is more excellent, cast-in-place workload is big, not only affects construction speed, and does not meet existing dress
Design concept with formula green building, among not being suitable for 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
The thickness of slab for dividing is less, is easily caused precast floor slab and is transporting cracking with work progress, affects 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
Substantial amounts of innovation is gone, has been proposed a series of component part suitable for assembled architecture, but the innovation of floor system is not
It is fully up to expectations, application of the floor system in fabricated construction is not solved well, governs the development of assembled architecture, because
This research and development is extremely urgent suitable for the New Floor Slab system of fabricated construction system.
The content of the invention
It is an object of the invention to provide a kind of assembled light floor system, conventional floors system is which overcomed from great,
Cast-in-place workload is big, and speed of application is slow, the problems such as construction quality difference, reduces floor by pouring using light material and after arranging
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.
For reaching above-mentioned purpose, the present invention proposes a kind of assembled light floor system, and which includes being arranged side by side at least
Two pieces of assembled light floors and the girder steel being connected to below the adjacent two piece assembled light floor；The assembling
Formula light floor includes the concrete substrate of tabular, and the concrete substrate has top surface, bottom surface and four sides, the coagulation
Lightweight filler layer and reinforcing bar is embedded with soil matrix body, and two opposite flanks of the concrete substrate are covered with banded plate,
The assembled light floor is fixedly connected with the girder steel by the banded plate, is covered with the side of the banded plate
Be provided with breach with the junction of the top surface, adjacent two pieces of assembled light floors adjacent two described in breach connection shape
The concrete filling block filled with the adjacent two pieces of assembled light floors of connection in packing groove, described filler groove.
Assembled light floor system as above, wherein, be also embedded with the concrete substrate at least one with
The built-in connection of the banded plate connection.
Assembled light floor system as above, wherein, the built-in connection is multiple, multiple pre-buried companies
Fitting is spaced along the banded plate.
Assembled light floor system as above, wherein, the banded plate is in tabular, and the banded plate is steel
Plate.
Assembled light floor system as above, wherein, the breach is to lack along the bar shaped that the banded plate is arranged
Mouthful, the section of the breach is rectangle, square, triangle or inverted trapezoidal.
Assembled light floor system as above, wherein, the reinforcing bar is included on the lightweight filler
The upper reinforcement of side and the lower rebar below the lightweight filler, the upper reinforcement is from the concrete substrate
Inside extend to outside the concrete substrate, and pass through described filler groove.
Assembled light floor system as above, wherein, the lightweight filler layer side by side and is spaced by multiple
The lightweight concrete housing of setting is constituted, and the lightweight concrete housing is hollow cylindrical configuration.
Assembled light floor system as above, wherein, is filled with foamed ceramic in the lightweight concrete housing
At least one in material layer, PVC cored slabs, Polyester Fibers layer and foaming ceramic material layer.
Assembled light floor system as above, wherein, in the horizontal direction, the lightweight filler layer and institute
State reinforcing bar arranged in a crossed manner.
Assembled light floor system as above, wherein, each assembled light floor is spaced, adjacent
Form below described filler groove and with described filler groove the filling that supplies for connecting to mix between two pieces of assembled light floors
The filling space of soil is coagulated, described filler is spatially located above the girder steel.
The characteristics of assembled light floor system of the present invention and advantage are：
1st, assembled light floor system of the invention, by arranging lightweight filler layer, solves conventional floors deadweight
Big problem, pastes banded plate by two opposite flanks in concrete substrate, by two neighboring assembled when being easy to assemble
Light floor connects, and by arranging packing groove between two neighboring assembled light floor, is easy to by after into packing groove
Adjacent assembled light floor is connected by pouring concrete, reduces the deadweight of assembled light floor, assembled light floor energy
It is prefabricated in the factory and completes, reduce cast-in-place workload, it is ensured that construction quality, improve speed of application, is preferably applied to green dress
Among formula architectural structure system；
2nd, assembled light floor system of the invention, simple structure, intensity are high, easy to assembly, easy, are favorably improved
Efficiency of construction.
Description of the drawings
The following drawings is only intended in schematic illustration and explanation is done to the present invention, is not delimit the scope of the invention.Wherein：
Fig. 1 is the main view cross section structure diagram of assembled light floor system one embodiment of the present invention；
Fig. 2 is the main view cross section structure diagram of assembled light floor one embodiment in the present invention；
Fig. 3 is the vertical view cross section structure diagram of the assembled light floor of Fig. 2；
Fig. 4 is the main view cross section structure diagram of lightweight filler layer one embodiment in the present invention；
Fig. 5 is the main view cross section structure diagram of another embodiment of lightweight filler layer in the present invention.
Main element label declaration：
1 built-in connection
2 concrete substrates
3 lightweight filler layers
31 lightweight concrete housing, 32 foamed ceramic material layer
33 PVC cored slabs, 34 Polyester Fibers layer
35 foaming ceramic material layers
4 lower rebars
5 upper reinforcements
6 banded plates
7 breach
8 concrete filling blocks
9 girder steels
10 filling spaces
Specific embodiment
In order to be more clearly understood to the technical characteristic of the present invention, purpose and effect, now control illustrates this
Bright specific embodiment.Wherein, Adjective or adverbial modifier " level " and " vertical ", "up" and "down", use
The relative reference being for only for ease of between multigroup term, and and any specific direction limit of the non-depicted to modified term
System.
As shown in Figure 1 and Figure 2, the present invention provides a kind of assembled light floor system, and which includes at least two for being arranged side by side
Block assembled light floor and the girder steel 9 being connected to below adjacent two piece assembled light floor；
Each assembled light floor includes flat concrete substrate 2, and concrete substrate 2 has top surface, bottom surface and four
(or embedding have) lightweight filler layer 3 (or referred to as lightweight filler) and steel is embedded with individual side, concrete substrate 2
Muscle, solves the problems, such as conventional floors from great, two opposite flanks of concrete substrate 2 by arranging lightweight filler layer 3
Banded plate 6 is covered with, assembled light floor is fixedly connected with girder steel 9 by respective banded plate 6, is covered with banded plate 6
Two sides of concrete substrate 2 are provided with breach 7 with the junction of top surface, are covered with side and the top surface of banded plate 6 in other words
Connected by transition face to lower recess, above transition face, form breach, adjacent the two of adjacent two pieces of assembled light floors
The connection of breach 7 forms the concrete filling block 8 filled with the adjacent two pieces of assembled light floors of connection in packing groove, packing groove,
Concrete filling block 8 is formed by pouring into a mould concrete into packing groove, by arranging packing groove, is easy to by packing groove
Adjacent assembled light floor is connected by interior rear pouring concrete, reduces assembled light floor in cast concrete filling block 8
Front deadweight.The assembled light floor system of the present invention, the assembled light floor completed by being prefabricated in the factory are formed by connecting,
Reduce cast-in-place workload, it is ensured that construction quality, improve speed of application, be preferably applied to green assembled arthitecutral structure system it
In.
Wherein, the symmetrical configuration of the opposite sides of assembled light floor, only show assembled light floor one in Fig. 2
The structure of side, those skilled in the art can know the structure of assembled light floor opposite side according to Fig. 2.
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.The bearing of trend of banded plate 6 is identical with the bearing of trend of girder steel 9, the both sides of girder steel 9 respectively with
Two adjacent banded plates 6 are welded.
Further, breach 7 is the bar v notch v arranged 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 of matrix 2 or right flank extend, and are extended to the trailing flank of concrete substrate 2 by the leading flank of concrete substrate 2.
As shown in Fig. 2 in a preferred embodiment, at least one is also embedded with concrete substrate 2 with banded plate 6
The built-in connection 1 of connection, by arranging built-in connection 1, is easy to be fixedly connected banded plate 6 with concrete substrate 2, improves
Bonding strength between banded plate 6 and 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 high banded plate 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 present invention is not with this
It is limited, built-in connection 1 can also be the parts such as steel column, steel pole.
As shown in Figure 2 and Figure 3, in a specific embodiment, reinforcing bar includes upper above lightweight filler layer 3
Portion's reinforcing bar 5 (or referred to as top rebars) and the lower rebar below lightweight filler layer 34 (or referred to as bottom reinforcement bars),
Upper reinforcement 5 is extended to outside concrete substrate 2 from concrete substrate 2, and passes through packing groove or breach 7, and adjacent two packaged match somebody with somebody
The upper reinforcement 5 of formula light floor can be in packing groove inside lap.The part conduct in concrete substrate 2 of upper reinforcement 5
Steel bar stress, used as overlap joint reinforcing bar, overlap joint reinforcing bar can be embedded in coagulation for the part stretched out outside concrete substrate 2 of upper reinforcement 5
In native filling block 8, the bonding strength between adjacent assembled light floor is improved.
Further, in thickness (or height) direction of concrete substrate 2, lightweight filler layer 3 is located at concrete substrate 2
Middle part, lightweight filler layer 3 by it is multiple side by side and spaced lightweight filler block is constituted.
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 by multiple side by side and spaced
Lightweight concrete housing 31 is constituted, lightweight concrete housing 31 be hollow cylindrical configuration, the end face example of lightweight concrete housing 31
Such as elongated, the section of lightweight concrete housing 31 is for example trapezoidal, the upper surface and concrete of lightweight concrete housing 31
The top surface of matrix 2 is parallel, and the lower surface of lightweight concrete housing 31 is parallel with the bottom surface of concrete substrate 2.The dress of the present embodiment
It is applied to the less occasion of stress with formula light floor system.
Further, implant is filled with lightweight concrete housing 31, and implant is that foamed ceramic material layer 32, PVC is empty
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 implant is foamed ceramic material layer 32, the PVC cored slab being from top to bottom sequentially stacked
33rd, Polyester Fibers layer 34 and foaming ceramic material layer 35, implant are full of whole lightweight concrete housing 31, wherein, send out
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 are foamed
The weight sum of ceramic material layer 32 and foaming ceramic material layer 35 is not less than the 25% of implant gross weight.
But the invention is not restricted to this, according to the thickness of floor, foamed ceramic material layer 32, PVC cored slabs can also be selected
33rd, two or three in Polyester Fibers layer 34 and foaming ceramic material layer 35 is filled, it is also possible to individually select which
In a kind of filling.
Further, in the horizontal direction, lightweight filler layer 3 (or lightweight concrete housing 31) is arranged in a crossed manner with reinforcing bar,
To improve the structural strength of floor.
The concrete that the present invention is adopted is grouting material, normal concrete, the concrete with specific functions such as antifreeze, waterproofs
Or other have the material of certain bearing capacity.
In addition, the girder steel 9 that the present invention is adopted is for shaped steel or concrete filled steel tube.
In the embodiment shown in fig. 1, each assembled light floor is spaced, two pieces of adjacent assembled light buildings
The filling space 10 of the confession fill concrete that connect is formed below packing groove and with packing groove between plate, in filling space 10
Filled with the concrete connected as one with concrete filling block 8, filling space 10 is located above girder steel 9.But the present invention is not
As limit, it is also possible to which two pieces of adjacent assembled light floors are set to the arrangement that mutually reclines, i.e., adjacent two banded plates, 6 phase
Laminating.
The assembly method of assembled light floor system of the present invention is：At least two pieces assembled light floors are set side by side
Put, two pieces of adjacent assembled light floors are positioned on girder steel 9, are welded in assembled light floor by edge sealing steel plate 6
On girder steel 9, the upper reinforcement 5 of assembled light floor is carried out with the upper reinforcement 5 of another piece of adjacent assembled light floor
Overlap joint connection, rear pouring concrete is cast in the built position between two pieces of assembled light floors, that is, is integrally cast in phase
In packing groove between adjacent two pieces of assembled light floors, concrete filling block 8 is formed.
Compared with traditional floor, the assembled light floor system of the present invention can be very good to solve floor from great,
Cast-in-place workload is big, and speed of application is slow, the problems such as construction quality difference, can be prefabricated in the factory and complete, reduce showing using scene
Workload is poured, is met the demand for promoting assembled architecture, is of great immediate significance and engineering application value.
Schematically specific embodiment of the invention is the foregoing is only, the scope of the present invention is not limited to.It is any
Those skilled in the art, the equivalent variations made on the premise of the design without departing from the present invention and principle and modification, all should
Belong to the scope of protection of the invention.And it should be noted that each ingredient of the present invention be not limited in above-mentioned entirety should
With each technical characteristic described in the description of the present invention can select one individually to adopt or select multinomial according to actual needs
Combine use, therefore, the present invention covers other relevant with this case inventive point combination and concrete application in the nature of things.
Claims (10)
1. a kind of assembled light floor system, it is characterised in that the assembled light floor system includes what is be arranged side by side
At least two pieces assembled light floors and the girder steel being connected to below the adjacent two piece assembled light floor；
The assembled light floor includes the concrete substrate of tabular, and the concrete substrate has top surface, bottom surface and four
Side, is embedded with lightweight filler layer and reinforcing bar, two opposite flanks of the concrete substrate in the concrete substrate
Banded plate is covered with, the assembled light floor is fixedly connected with the girder steel by the banded plate, is covered with the envelope
The side of side plate and the junction of the top surface are provided with breach, and adjacent the two of adjacent two pieces of assembled light floors
The breach connects to form packing groove, the coagulation filled with the adjacent two pieces of assembled light floors of connection in described filler groove
Native filling block.
2. assembled light floor system as claimed in claim 1, it is characterised in that is also embedded with the concrete substrate
At least one built-in connection being connected with the banded plate.
3. assembled light floor system as claimed in claim 2, it is characterised in that the built-in connection be it is multiple, it is many
The individual built-in connection is spaced along the banded plate.
4. assembled light floor system as claimed in claim 1, it is characterised in that the banded plate is in tabular, described
Banded plate is steel plate.
5. assembled light floor system as claimed in claim 1, it is characterised in that the breach is to set along the banded plate
The bar v notch v put, the section of the breach is rectangle, square, triangle or inverted trapezoidal.
6. the assembled light floor system as described in any one of claim 1 to 5, it is characterised in that the reinforcing bar includes position
In the upper reinforcement above the lightweight filler and the lower rebar below the lightweight filler, the top
Reinforcing bar is extended to outside the concrete substrate from the concrete substrate, and passes through described filler groove.
7. the assembled light floor system as described in any one of claim 1 to 5, it is characterised in that the light filling material
The bed of material by it is multiple side by side and spaced lightweight concrete housing is constituted, the lightweight concrete housing is hollow tube-shape knot
Structure.
8. assembled light floor system as claimed in claim 7, it is characterised in that filling in the lightweight concrete housing
At least one having in foamed ceramic material layer, PVC cored slabs, Polyester Fibers layer and foaming ceramic material layer.
9. the assembled light floor system as described in any one of claim 1 to 5, it is characterised in that in the horizontal direction, institute
State lightweight filler layer arranged in a crossed manner with the reinforcing bar.
10. the assembled light floor system as described in any one of claim 1 to 5, it is characterised in that each assembled is light
Matter floor is spaced, formed between two pieces of adjacent assembled light floors below the described filler groove and with it is described
The filling space of the confession fill concrete of packing groove connection, described filler are spatially located above the girder steel.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201611196736.6A CN106522438A (en) | 2016-12-22 | 2016-12-22 | Assembled light floor system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201611196736.6A CN106522438A (en) | 2016-12-22 | 2016-12-22 | Assembled light floor system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106522438A true CN106522438A (en) | 2017-03-22 |
Family
ID=58340326
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201611196736.6A Pending CN106522438A (en) | 2016-12-22 | 2016-12-22 | Assembled light floor system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106522438A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111472488A (en) * | 2020-05-29 | 2020-07-31 | 抚州玉茗远大建筑工业有限公司 | Assembled full-prefabricated floor slab structure and construction method thereof |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| FR2297964A1 (en) * | 1975-01-14 | 1976-08-13 | Bentley Charles | PERFECTED FLOORING AND ASSEMBLY FOR BUILDINGS |
| CN203701384U (en) * | 2013-09-11 | 2014-07-09 | 张健峰 | Hollow floor support plate |
| CN203834771U (en) * | 2014-05-04 | 2014-09-17 | 黄涛 | Prefabricated light floor cover plate and industrial building floor plate structure |
| DE102015002861A1 (en) * | 2015-03-06 | 2016-09-08 | Thomas Friedrich | Ceiling system in dry construction with a sandwich construction |
| CN205776987U (en) * | 2016-05-26 | 2016-12-07 | 湖北大成空间科技股份有限公司 | A kind of assembled cavity floor |
| CN206279678U (en) * | 2016-12-22 | 2017-06-27 | 中冶京诚工程技术有限公司 | Assembled light floor system |
-
2016
- 2016-12-22 CN CN201611196736.6A patent/CN106522438A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| FR2297964A1 (en) * | 1975-01-14 | 1976-08-13 | Bentley Charles | PERFECTED FLOORING AND ASSEMBLY FOR BUILDINGS |
| CN203701384U (en) * | 2013-09-11 | 2014-07-09 | 张健峰 | Hollow floor support plate |
| CN203834771U (en) * | 2014-05-04 | 2014-09-17 | 黄涛 | Prefabricated light floor cover plate and industrial building floor plate structure |
| DE102015002861A1 (en) * | 2015-03-06 | 2016-09-08 | Thomas Friedrich | Ceiling system in dry construction with a sandwich construction |
| CN205776987U (en) * | 2016-05-26 | 2016-12-07 | 湖北大成空间科技股份有限公司 | A kind of assembled cavity floor |
| CN206279678U (en) * | 2016-12-22 | 2017-06-27 | 中冶京诚工程技术有限公司 | Assembled light floor system |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111472488A (en) * | 2020-05-29 | 2020-07-31 | 抚州玉茗远大建筑工业有限公司 | Assembled full-prefabricated floor slab structure and construction method thereof |
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Application publication date: 20170322 |
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