CN107130719A - Floor system - Google Patents
Floor system Download PDFInfo
- Publication number
- CN107130719A CN107130719A CN201710542074.1A CN201710542074A CN107130719A CN 107130719 A CN107130719 A CN 107130719A CN 201710542074 A CN201710542074 A CN 201710542074A CN 107130719 A CN107130719 A CN 107130719A
- Authority
- CN
- China
- Prior art keywords
- keel
- floor
- floor system
- fonts
- cavity
- 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.)
- Granted
Links
- 239000004568 cement Substances 0.000 claims abstract description 7
- 229910000831 Steel Inorganic materials 0.000 claims description 37
- 239000010959 steel Substances 0.000 claims description 37
- 238000005452 bending Methods 0.000 claims description 18
- 239000011810 insulating material Substances 0.000 claims description 8
- 230000002787 reinforcement Effects 0.000 claims description 8
- 239000003351 stiffener Substances 0.000 claims description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 2
- 239000007787 solid Substances 0.000 claims 1
- 238000013461 design Methods 0.000 abstract description 8
- 238000010276 construction Methods 0.000 abstract description 6
- 239000002699 waste material Substances 0.000 abstract description 4
- 238000012545 processing Methods 0.000 abstract description 3
- 238000009434 installation Methods 0.000 description 6
- 230000000694 effects Effects 0.000 description 5
- 238000009413 insulation Methods 0.000 description 5
- 239000012774 insulation material Substances 0.000 description 4
- 238000003466 welding Methods 0.000 description 3
- 230000015572 biosynthetic process Effects 0.000 description 2
- 210000000988 bone and bone Anatomy 0.000 description 2
- 239000004567 concrete Substances 0.000 description 2
- 238000011900 installation process Methods 0.000 description 2
- 238000012876 topography Methods 0.000 description 2
- 230000009471 action Effects 0.000 description 1
- 230000008859 change Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- 238000005553 drilling Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000000945 filler Substances 0.000 description 1
- 239000006260 foam Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000009417 prefabrication Methods 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 238000012546 transfer 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
- E04B5/10—Load-carrying floor structures formed substantially of prefabricated units with metal beams or girders, e.g. with steel lattice girders
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/74—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls
- E04B1/88—Insulating elements for both heat and sound
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Acoustics & Sound (AREA)
- Floor Finish (AREA)
- Bridges Or Land Bridges (AREA)
Abstract
The present invention discloses a kind of floor system, include multiple floor modules units, each unit is in the second keel of C fonts in the first keel and two cross sections of C fonts provided with two cross sections, first keel and the second keel join end to end successively, rectangular box is formed, the main force structure of floor modules unit is used as.Rectangular box overlying cement plate, multiple floor modules units are connected to form floor system side by side by the second keel.In the present invention, the first keel and bicarinate size can be changed according to Force Calculation demand, it can be needed according to design and actual conditions form various sizes of floor by assembly, realize the modularized design for being applied to the requirement of different floor sizes and factorial praluction.The present invention dispatch from the factory complete after be complete product, scene only need to carry out assembly, it is not necessary to processing and fabricating, solve the problems such as common floor system work on the spot amount is big, construction technical requirement is high, and do not produce building waste.
Description
Technical field
The present invention relates to a kind of floor system.
Background technology
Build a building and be usually constructed with not only one layer, need to set floor between adjacent two layers, two floors are separated.
At present, floor is mainly based on lightweight steel construction and reinforced concrete structure, and lightweight steel construction floor is by lightgage steel joist
Build between girder steel, at an upper portion thereof and at a lower portion thereof shrouding, central filler insulation material, such mode of construction needs site operation,
More building waste is produced, keel are more, installation is complicated, workload is big, and stability is general, soundproof effect is general.
And the floor of concrete structure, although preferably, structural strength is larger, but own wt is heavier for stability, except to perpendicular
Required to primary structure member outside height, in addition it is also necessary to which big machinery participates in building, and for the conditional region of pavement conditions and does not apply to, together
When field erected technical requirements it is higher, common laborer can not operate, and this kind of floor is after installation is complete, it is non-disconnectable remove after weight
It is multiple to utilize, the requirement of green building is not met, soundproof effect is also poorer than insulation material.
The content of the invention
The invention provides a kind of floor system, to solve at least one in above-mentioned technical problem.
According to an aspect of the invention, there is provided a kind of floor system, including multiple floor modules units, each unit
It is in the second keel of C fonts, the first keel and the second dragon in the first keel of C fonts and two cross sections provided with two cross sections
Bone joins end to end successively, the first keel and the rectangular square frame of the second keel shape, covered with cement plate in rectangular box, multiple floors
Modular unit is connected side by side by the second keel.
In the present invention, the first keel and the bicarinate size, Ke Yigen can be changed according to Force Calculation demand
Need to form different size of floor by assembled according to design, realize the modularized design that is applied to the requirement of different floor sizes and
Factorial praluction.
In addition, floor system installation process need not utilize heavy mechanical equipment, it is only necessary to which 2-3 people can complete erector
Make, asking for heavy mechanical equipment can not be used by solving outdoor (such as Scenic Spot Area, mountain area, forest land etc.) special topography condition
Topic.
The present invention dispatch from the factory complete after be complete product, scene only need to carry out assembly, it is not necessary to processing and fabricating,
The problem of work on the spot amount is big is solved, and a large amount of building wastes will not be produced.
In some embodiments, in addition to multiple bending parts, one end of bending part is located on one of them second keel,
The other end is located on another second keel, and multiple bending parts are in same absolute altitude.Bending part is fixed on by welding manner
On second keel.
In some embodiments, in addition to bar-mat reinforcement, bar-mat reinforcement is welded in bending part bottom surface, and bar-mat reinforcement is by rectangular box
Horizontal subdivision is into the first cavity and the second cavity.Sound-insulating material etc. is set in the first cavity, and the second cavity is then erector
Sequence provides the facility of construction space, such as convenient connection and electric wire arrangement, has enough operations empty during the installation for carrying out bolt
Between,.
In some embodiments, sound-insulating material is provided with the first cavity, cement plate is located at sound-insulating material one
Side.Insulation material can play a part of insulation and sound insulation.
In some embodiments, in addition at least two girder steels, girder steel is overlapped on exterior building vertical applied force component,
Girder steel side sets angle steel by stiffener, and one end of floor is located on the angle steel of one of girder steel, and the other end is located at another
On the angle steel of individual girder steel.Thus, angle steel plays a part of load of floor being delivered on beam.
In some embodiments, two adjacent floor modules units are fixedly connected by crab-bolt.Thus, bolt is passed through
Two adjacent floor modules units can be fixed together.
In some embodiments, bending part is in C fonts.Thus, the bending part of C fonts can play fixed reinforced mesh
Effect.
In some embodiments, the width of floor is 0.6m or 1.2m.Thus, the width of floor using 0.6m or
1.2m conveniently can be processed and installed.
Brief description of the drawings
Fig. 1 is the structural representation (front view) of (a kind of floor system of embodiment) of the invention；
Fig. 2 is the structural representation (front view) of single floor modules unit in floor system shown in Fig. 1；
Fig. 3 is cross-sectional view of the floor along A-A directions shown in Fig. 2；
Fig. 4 is cross-sectional view of the floor system along B-B directions shown in Fig. 1；
Fig. 5 is the partial enlargement structural representation of floor system shown in Fig. 4；
Fig. 6 is the mounting structure schematic diagram of floor shown in Fig. 3.
Embodiment
The invention will now be described in further detail with reference to the accompanying drawings.
Fig. 1~Fig. 6 schematically illustrates the structure of the floor system of one embodiment of the present invention.
As shown in Fig. 1~Fig. 6, according to an aspect of the invention, there is provided a kind of floor system, the floor system includes
(size and number of floor modules unit can be adjusted multiple floor modules units according to the size of whole floor, make it
Reach design requirement).
In order to which the concrete structure of the present invention is described in detail, Fig. 1 is illustrated below, Fig. 1 is a kind of floor of the present invention
The front view of system, when it is implemented, needing multiple floor modules units being installed together.It is many in Fig. 1 after installing
The individual equal horizontal positioned of floor modules unit, the i.e. floor front of Fig. 1 is in horizontality.
With reference to Fig. 2 and Fig. 3, floor modules unit is actually first successively by two the first keel 1 and two the second keel 2
What tail was connected to form, the keel of Y-direction are the first keel 1 (each one of left and right) in Fig. 2, X to keel be then the second keel 2
(up and down each one), Fig. 3 is due to being that left and right two is represented in the first keel 1, Fig. 2 in profiles of the Fig. 2 along A-A directions, figure
The second keel 2 do not show in figure 3.
With reference to Fig. 1 and Fig. 4, Fig. 4 is profiles of the Fig. 1 along B-B directions, and mainly two floor modules units of expression pass through the
It is the second keel 2 (each one of left and right) that two keel 2 are connected to form Y-direction in floor system, Fig. 4 side by side, and the first keel 1 are not in figure
Display.
With reference to Fig. 1,2,3 and 4, the present invention is further detailed explanation.
The length of the first keel 1 can be set as needed in the present invention, preferably 0.6m, the length of the second keel 2
Determined by the length of house floor Impact direction.
The cross section of the first keel 1 in the present invention is in C fonts (C fonts are as shown in Figure 3), the cross section of the second keel 2
In C fonts (C fonts are as shown in Figure 4), the first keel 1 and the second keel 2 are attached using end to end mode successively, from
And floor modules unit is formed, end to end mode is as follows：In Fig. 1, the top and bottom of first keel 1 on the left side respectively with
The left end of the second keel 2 above is connected with the left end of the second following keel 2, the top and bottom of first keel 1 on the right
The right-hand member with the right-hand members of the second keel 2 above and the second following keel 2 is connected respectively, and connected mode can be using being integrally formed
Or welding etc. mode,
In Fig. 1, multiple floor modules units can form floor system, two adjacent floor modules units by combination
Between connected side by side by the second keel 2, i.e. the second keel 2 and following building slab in Fig. 1 above on the downside of floor modules units
The second keel 2 on the upside of module unit are attached.
As shown in Figures 2 and 3, floor modules unit needs to be horizontally mounted, i.e., by the floor modules unit shown in Fig. 2 along X-axis
It is rotated by 90 °, makes on Fig. 2 floor modules finite element rotation to the horizontal level shown in Fig. 3.As shown in Figures 2 and 3, the He of the first keel 1
Second keel 2 formation rectangular box, covered with cement plate on the upside of square frame.Second floor floor face load action is on cement plate 3, water
The preferred 15mm of thickness of mud plate 3.
Bending part 4 is additionally provided with the rectangular box shown in Fig. 3, the front and back end of bending part 4 is respectively welded in Fig. 2 floors
Above and below modular unit on two the second keel 2.
Meanwhile, there are multiple size identical bending parts 4 in Fig. 3, the top surface absolute altitude of multiple bending parts 4 is identical, can be in Fig. 3
The lower section of shown bending part 4 is installed by bar-mat reinforcement 5.
And the square frame horizontal subdivision that bar-mat reinforcement 5 can be formed the first keel 1 and the second keel 2 is opened, as the first cavity
With the second cavity.Sound-insulating material 8 is set in the first cavity, i.e., sound-insulating material is filled into full whole first cavity,
Second cavity is easy to the assembly of follow-up multiple floor modules units and the connection of electric wire.Sound-insulating material plays sound insulation and insulation
Heat-insulated effect, Stall space and second floor are spatially separating and come, and form two relatively independent living space.
As shown in figure 3, in order to which floor is fixed in building, in addition it is also necessary to set at least two girder steels 6, (one, one side, two
Spacing between individual girder steel 6 is identical with floor Impact direction length), when such as span is larger, then it can be calculated and tied according to floor load-bearing
Really, multiple girder steels are set.Girder steel 6 is the part being fixed on building vertical applied force component, and the space between girder steel 6 and floor can
With filling-foam insulation material, play insulation, go along with sb. to guard him and fireproof effect.
In order to which floor is fixed on girder steel 6, by plate weld angle steel 7 of putting more energy on girder steel 6, angle steel 7 is in L-shaped, building
Template die module unit is installed according to shown in Fig. 3.Load of floor is delivered on beam by angle steel 7 as by force transmitting member.
The floor system of the present invention can be installed as follows：As shown in fig. 6,
1. the floor modules shipped that prefabrication is completed extremely needs architecture storey to be mounted；
2. the floor modules unit horizontal shown in Fig. 2 is placed, the left end of the floor modules system shown in Fig. 3 is placed on
On the angle steel 7 of left side girder steel 6, right-hand member is placed on the angle steel 7 of the right girder steel 6；
3. according to the method described above, remaining floor modules unit is all placed；
4. after floor modules unit is placed, according to shown in Fig. 4, by the second adjacent dragon of two floor modules units
Bone 2 is attached and (is attached using modes such as bolts in the range of the second cavity)；
5. whole floor modules units are fixed on angle steel 7 using modes such as Self Drilling Screws, the peace of floor system is completed
Dress；
6. as shown in figure 3, after the installation is complete, connecting the electric wire in house, then carry out follow-up installation of ceiling.
Above-mentioned various pieces (such as between two adjacent wallboards) can mode by screw or bolt pacified
Dress, cement plate 3 can also be arranged on the second keel 2 and on bending part 4 (as shown in Figure 5) by modes such as screws, and is passed through
The mode that the fissure of displacement is installed is further by the entirety of each floor modules unit one common stress of formation, and floor modules system can be with
By being fixed on the first keel 1 with modes such as screw or bolts on angle steel 7.
In the present invention, the main force structure of floor modules unit is transversal in the first keel 1 of C fonts and two for two
Face is in the second keel 2 of C fonts, can change the chi of the first keel 1 and the second keel 2 according to design requirement and actual conditions
It is very little, the modular designs and factorial praluction of floor modules unit are realized, while different chis can be realized by the splicing of unit
The construction of very little floor, and it is easy for installation, Path of Force Transfer is reasonable.
In addition, floor system installation process need not utilize heavy mechanical equipment, it is only necessary to which 2-3 people can complete erector
Make, asking for heavy mechanical equipment can not be used by solving outdoor (such as Scenic Spot Area, mountain area, forest land etc.) special topography condition
Topic.
The present invention dispatch from the factory complete after be complete product, scene only need to carry out assembly, it is not necessary to processing and fabricating,
Electric welding field is avoided, the problem of work on the spot amount is big is solved, and a large amount of building wastes will not be produced, to the shadow of outdoor environment
Ring very little.
Above-described is only some embodiments of the present invention.For the person of ordinary skill of the art, not
On the premise of departing from the invention design, various modifications and improvements can be made, these belong to the protection model of the present invention
Enclose.
Claims (8)
1. floor system, it is characterised in that including multiple floor modules units, the floor modules unit is provided with two cross sections
It is in the second keel (2) of C fonts, the first keel (1) and the second keel (2) in the first keel (1) and two cross sections of C fonts
Join end to end successively, first keel (1) and the second keel (2) are formed in rectangular box, the rectangular box covered with water
Mud plate (3), multiple floor modules units are connected side by side by second keel (2).
2. floor system according to claim 1, it is characterised in that also including multiple bending parts (4), the bending part
(4) one end is located on one of them second keel (2), and the other end is located on another second keel (2), multiple bending member tops
Face is in same absolute altitude.
3. floor system according to claim 2, it is characterised in that also including bar-mat reinforcement (5), the bar-mat reinforcement (5) sets
The square frame is horizontally divided into the first cavity and the second cavity by the downside in the bending part (4), the bar-mat reinforcement (5).
4. floor system according to claim 3, it is characterised in that sound-insulating material is provided with first cavity
(8), the cement plate (3) is located at sound-insulating material (8) top.
5. floor system according to claim 4, it is characterised in that also including at least two girder steels (6), the girder steel
(6) it is overlapped on building vertical applied force component, the girder steel (6) sets angle steel (7), the one of the floor by stiffener sideways
End is located on the angle steel of one of girder steel (6) (7), and the other end is located on the angle steel (7) of another girder steel (6).
6. floor system according to claim 5, it is characterised in that two adjacent floor modules units are solid by bolt
Fixed connection.
7. floor system according to claim 6, it is characterised in that the bending part (4) is in C fonts.
8. according to floor system according to any one of claims 1 to 7, it is characterised in that the width of the floor is 0.6m
Or 1.2m.
Priority Applications (4)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710542074.1A CN107130719B (en) | 2017-07-05 | 2017-07-05 | Floor system |
| AU2018102135A AU2018102135A4 (en) | 2017-07-05 | 2018-06-26 | Floor slab system |
| AU2018296444A AU2018296444A1 (en) | 2017-07-05 | 2018-06-26 | Floor slab system |
| PCT/CN2018/092841 WO2019007229A1 (en) | 2017-07-05 | 2018-06-26 | Floor slab system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710542074.1A CN107130719B (en) | 2017-07-05 | 2017-07-05 | Floor system |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN107130719A true CN107130719A (en) | 2017-09-05 |
| CN107130719B CN107130719B (en) | 2018-05-29 |
Family
ID=59737331
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710542074.1A Active CN107130719B (en) | 2017-07-05 | 2017-07-05 | Floor system |
Country Status (3)
| Country | Link |
|---|---|
| CN (1) | CN107130719B (en) |
| AU (2) | AU2018102135A4 (en) |
| WO (1) | WO2019007229A1 (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2019007229A1 (en) * | 2017-07-05 | 2019-01-10 | 辰泰（广德）智能科技建筑有限公司 | Floor slab system |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP7384165B2 (en) * | 2018-08-27 | 2023-11-21 | 日本ゼオン株式会社 | Styrenic block copolymer latex |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB2235224B (en) * | 1989-08-15 | 1993-10-27 | Presco Int | A floor construction for portable buildings |
| CN103498523A (en) * | 2013-09-25 | 2014-01-08 | 张跃 | Floor system |
| CN203701387U (en) * | 2014-02-06 | 2014-07-09 | 李健鹏 | Floor slab structure with embedded heat preservation cavities |
| CN203755511U (en) * | 2013-12-30 | 2014-08-06 | 中国十七冶集团有限公司 | Floor slab with two-layer steel structure and with embedded steel channel beam |
| CN204826348U (en) * | 2015-07-17 | 2015-12-02 | 武斌华 | Compound floor board of three -dimensional light steel frame structure |
| CN106760100A (en) * | 2016-12-26 | 2017-05-31 | 中国电子工程设计院 | A kind of floor system framework and floor system |
Family Cites Families (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN202850288U (en) * | 2012-09-28 | 2013-04-03 | 山东鲁帆集团有限公司 | Modularization floor slab used for building |
| CN205035948U (en) * | 2015-10-15 | 2016-02-17 | 重庆鼎豪建设工程有限公司 | Concatenation formula steel construction board |
| CN206189685U (en) * | 2016-09-28 | 2017-05-24 | 丽水山居文化发展有限公司 | Integrated floor of modularization and house |
| CN206888302U (en) * | 2017-07-05 | 2018-01-16 | 辰泰（广德）智能科技建筑有限公司 | Floor system |
| CN107130719B (en) * | 2017-07-05 | 2018-05-29 | 辰泰（广德）智能科技建筑有限公司 | Floor system |
-
2017
- 2017-07-05 CN CN201710542074.1A patent/CN107130719B/en active Active
-
2018
- 2018-06-26 WO PCT/CN2018/092841 patent/WO2019007229A1/en active Application Filing
- 2018-06-26 AU AU2018102135A patent/AU2018102135A4/en active Active
- 2018-06-26 AU AU2018296444A patent/AU2018296444A1/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB2235224B (en) * | 1989-08-15 | 1993-10-27 | Presco Int | A floor construction for portable buildings |
| CN103498523A (en) * | 2013-09-25 | 2014-01-08 | 张跃 | Floor system |
| CN203755511U (en) * | 2013-12-30 | 2014-08-06 | 中国十七冶集团有限公司 | Floor slab with two-layer steel structure and with embedded steel channel beam |
| CN203701387U (en) * | 2014-02-06 | 2014-07-09 | 李健鹏 | Floor slab structure with embedded heat preservation cavities |
| CN204826348U (en) * | 2015-07-17 | 2015-12-02 | 武斌华 | Compound floor board of three -dimensional light steel frame structure |
| CN106760100A (en) * | 2016-12-26 | 2017-05-31 | 中国电子工程设计院 | A kind of floor system framework and floor system |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2019007229A1 (en) * | 2017-07-05 | 2019-01-10 | 辰泰（广德）智能科技建筑有限公司 | Floor slab system |
Also Published As
| Publication number | Publication date |
|---|---|
| WO2019007229A1 (en) | 2019-01-10 |
| AU2018102135A4 (en) | 2019-10-10 |
| AU2018296444A1 (en) | 2019-06-20 |
| CN107130719B (en) | 2018-05-29 |
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Address after: 242000 39 Peng Peng Road, Guangde Economic Development Zone, Anhui Patentee after: Chen Tai (Guangde) Intelligent Technology Construction Co. Ltd. Address before: 242000 Guangde Economic Development Zone, Xuancheng, Anhui Patentee before: Chen Tai (Guangde) Intelligent Technology Construction Co. Ltd. |
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| CP03 | Change of name, title or address | ||
| CP03 | Change of name, title or address |
Address after: 242200 39 Peng Peng Road, Guangde Economic Development Zone, Anhui Patentee after: Chen Tai (Guangde) intelligent assembly building Limited by Share Ltd Address before: 242000 39 Peng Peng Road, Guangde Economic Development Zone, Anhui Patentee before: Chen Tai (Guangde) Intelligent Technology Construction Co. Ltd. |