CN102472046A - Floor slab - Google Patents
Floor slab Download PDFInfo
- Publication number
- CN102472046A CN102472046A CN2010800320156A CN201080032015A CN102472046A CN 102472046 A CN102472046 A CN 102472046A CN 2010800320156 A CN2010800320156 A CN 2010800320156A CN 201080032015 A CN201080032015 A CN 201080032015A CN 102472046 A CN102472046 A CN 102472046A
- Authority
- CN
- China
- Prior art keywords
- top board
- module
- vertical passage
- requested
- network
- 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
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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
- E04B5/16—Load-carrying floor structures wholly or partly cast or similarly formed in situ
- E04B5/17—Floor structures partly formed in situ
- E04B5/18—Floor structures partly formed in situ with stiffening ribs or other beam-like formations wholly cast between filling members
- E04B5/19—Floor structures partly formed in situ with stiffening ribs or other beam-like formations wholly cast between filling members the filling members acting as self-supporting permanent forms
-
- 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
- E04B5/16—Load-carrying floor structures wholly or partly cast or similarly formed in situ
- E04B5/17—Floor structures partly formed in situ
- E04B5/23—Floor structures partly formed in situ with stiffening ribs or other beam-like formations wholly or partly prefabricated
Abstract
Floor slab, for construction plant, formed by modular pieces that comprise a block (1) of expanded polystyrene, provided, on the sides, with projecting shapings (8) and recessed shapings (7), which alternate, said block (1) having a longitudinal channel (2) which includes a mass (5) of concrete cement which includes, anchored thereto, a lattice structure (6), whilst, transversely, the block (1) has, distributed alternately, deep grooves (3) and shallow grooves (4).
Description
Technical field
The present invention relates to a kind of top board structure, this top board is used to make up the top board that is separated with building floor, for example the floor of bottom and the top board at top.Described top board can obtain very big beneficial effect through its special construction in described application.
Background technology
Traditional building structure is to be made up of post and beam.Constitute by top top board and demarcation strip between the floor of bottom floor and differing heights in these structures.The flat board of described form is called as top board.
Usually, described top board is made up of parallel beam, and described beam is made up of the prestressed reinforced concrete that is layered on the truss.Through the ceramic component that is called floor board block is arranged between the Liang Yuliang, form a surface texture closely, be covered with concrete on it, i.e. compressive plate.Through this kind mode, structure is joined together to form a durable top board.
Described top board is installed fully at the scene, at first with the beam location, between beam, spreads floor board block then.These action needs slowly carry out, expensive.Need the workman when laying element, to walk in the above, when walk the floor board block breakage be to cause accident to bring risk easily.
An alternative solution of constructing top board is through reinforced concrete prefabricated, closely to be laid on the beam of member one by one.Can reduce the work of laying beam and floor board block like this, avoid the damaged hazards of floor board block.But the used top board of such building does not have in light weight, is incubated the hollow advantage that provides, and reason is the hollow-core construction of floor board block.
Summary of the invention
According to the present invention, the type that focuses on top board of this scheme is combined together it through pre-constructed unit closely, and described parts comprise a kind of architectural construction, has best resistance, and is in light weight, insulation.
The parts of described composition top board are the object of the invention; It comprises the prismatic module of rectangle of an expanded polystyrene (EPS); Has a passage longitudinally from the top to surpassing the half the position of vertical thickness on it; Stride across module, have many groove and some other middle grooves that a very shallow height is only arranged that almost lead to the bottom.The bottom of vertical passage has the layer of concrete adhesive, is fixed with network on it.
Vertical both sides of expanded polystyrene (EPS) module have corresponding shape, Yi Bian be tenon, Yi Bian be groove.In this way, laterally be combined together through tenon and groove between the adjacent component, form a continuous building unit.
Through the parts of above-mentioned top board, can realize forming the member that needs size, these parts of continuous laying are necessary, tenon and groove structure through the side are combined together.This cooperation guarantees through the bar in the lateral trench that is arranged on module.These bars are installed on the network that is provided with in the vertical passage.
These parts can cooperate through the network that links together in the vertical, can be implemented in the combination on the length direction like this.For example form 10 meters long structures with 2 meters long parts, this size is unrestricted, and top board can be extended to various sizes.
According to the needed resistance of top board, the network in the parts in the vertical passage can have the bar in the lateral trench that is arranged on of one or more height and one or more cooperations.
Cooperation between parts is used to make the combined member of being confirmed by top board closely, lays concrete above that to constitute the compressive plate of floor, as in traditional top board.In the vertical passage of the parts of described concreting in combined member with lateral trench in, the support through steel concrete is fixed together and forms one and keep out the unit then.
So just make top board to be easy to and promptly to set up, it there is no need earlier some assemblies to be located, and is other intermediate closed assemblies then, as conventional upper is passed through beam and floor board block.Expanded polystyrene (EPS) module in the parts is formed the top board of confirming.In this case, top board has excellent heat insulation property and lightweight characteristics.
Therefore, top board of the present invention has special advantageous properties with respect to traditional top board in same application.
Description of drawings
Two assemblies laterally are combined together the sketch map that forms a top board among Fig. 1 the present invention.
The sectional view of Fig. 2 top board structure of the present invention.
The specific embodiment
The purpose of this invention is to provide the demarcation strip between floor, bottom, top top board and the floor that a kind of top board is used for building.In corresponding building operation, have special benefit, have good resistance, in light weight and insulation.
Above-mentioned top board is made up of prefabricated modular member, and its horizontal and vertical being combined together forms an expansion closely.Each part parts comprises the prismatic module 1 of the rectangle of an expanded polystyrene (EPS); It has a vertical passage 2, its degree of depth be from the top to surpassing the half the of vertical thickness, stride across module; The degree of depth with many intervals is almost to the deep trench 3 and the shallow trench 4 of bottom.
In vertical passage 2 bottoms, a large amount of concrete conglutination agent 5 is arranged, be fixed with network 6 on it.Described network 6 can have one or more height, and this depends on the resistance that top board is required.
There are corresponding shape 7 and 8 in side along the module 1 of expanded polystyrene (EPS), and one of them 7 is grooves, and another shape 8 is corresponding tenons.
Therefore; The module 1 of each parts can be laterally with other parts on module 1 match, form tenon and the cooperation of groove between the continuous member, through connecting corresponding tenon and groove 7 and 8; The expansion of virtually any size can be in this way and essential parts realize.
The parts that laterally are combined together guarantee through the bar on the groove 3 and 4 that is fixed on module 1.Described bar connects the network on the different parts, and the module 1 on the parts constitutes an opposing structural extended to the vertical and horizontal of assembly, and is as shown in Figure 1.According to the needed resistance of top board, one or more depending posts 9 are installed in each groove 3 and 4 in network 6.
Modular parts also can cooperate through the mode that its end is linked together in the vertical.Through setting up the cooperation between the respective wire lattice structure.Utilize this mode, can constitute a top board with vertical combination of different size.
Use above-mentioned modular member combination, can be easy to build up top board, parts are laid on the structural posts 10 of building, through interim support 11, as shown in Figure 2.On the combining structure that modular unit is formed, lay the compressive plate that concrete forms top board, in the vertical passage 2 that concrete equally also is cast in parts and the groove 3 and 4 that intersects, the steel concrete top board that formation has resistance.
Claims (5)
1. floor roof; Its type constitutes continuous building surface for adopting modular member to be combined together in regular turn; It is characterized in that: the modular member of each top board comprises the prismatic module (1) of the rectangle of an expanded polystyrene (EPS), has a vertical passage, and many separately deep trench (3) and shallow trenchs (4); The bottom of vertical passage has a large amount of concrete conglutination agent (5); Be fixed with network (6) on it, module (1) vertically has groove (7) and tenon (8) on the side, and it is corresponding each other.
2. 1 described floor roof as requested, it is characterized in that: the degree of depth of vertical passage (2) is over half to surpassing vertical thickness from the top of module (1).
3. 1 described floor roof as requested, it is characterized in that: deep trench (3) degree of depth almost arrives the bottom of module (1).
4. 1 described floor roof as requested, it is characterized in that: lateral trench (3 and 4) comprises bar (9), it is arranged on the network (6) of modular member, is arranged at top board with the form of horizontally set.
5. 1 described floor roof as requested, it is characterized in that: the network (6) that is provided with in the vertical passage of modular member (2), the resistance requirement required according to top board has two or more height.
Applications Claiming Priority (3)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| ES200901142U ES1071064Y (en) | 2009-07-17 | 2009-07-17 | FORGED FOR CONSTRUCTION PLANTS |
| ESU200901142 | 2009-07-17 | ||
| PCT/ES2010/000303 WO2011007025A1 (en) | 2009-07-17 | 2010-07-14 | Floor slab for construction plant |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN102472046A true CN102472046A (en) | 2012-05-23 |
Family
ID=41360235
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2010800320156A Pending CN102472046A (en) | 2009-07-17 | 2010-07-14 | Floor slab |
Country Status (17)
| Country | Link |
|---|---|
| JP (1) | JP2012533696A (en) |
| CN (1) | CN102472046A (en) |
| AU (1) | AU2010272439A1 (en) |
| BR (1) | BR112012001015A2 (en) |
| CA (1) | CA2767949A1 (en) |
| CL (1) | CL2012000109A1 (en) |
| CO (1) | CO6430482A2 (en) |
| DO (1) | DOP2012000010A (en) |
| EC (1) | ECSP12011608A (en) |
| ES (2) | ES1071064Y (en) |
| MA (1) | MA33640B1 (en) |
| MX (1) | MX2012000648A (en) |
| PE (1) | PE20120687A1 (en) |
| RU (1) | RU2012105974A (en) |
| TN (1) | TN2012000025A1 (en) |
| TR (1) | TR201200511T1 (en) |
| WO (1) | WO2011007025A1 (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103797197A (en) * | 2011-08-03 | 2014-05-14 | 米兰·凯卡诺维克 | Building structure of pre-cast monolithic walls and interfloor slabs |
| CN104612301A (en) * | 2015-02-12 | 2015-05-13 | 安徽水利开发股份有限公司 | Steel-structured composite floor |
| CN105178489A (en) * | 2015-09-15 | 2015-12-23 | 李春福 | Composite heat preservation floor |
Families Citing this family (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| ITTO20120370A1 (en) * | 2012-04-26 | 2013-10-27 | Bazzica Engineering S R L | MODULAR FLOOR WITH CASSERO TO LOSE |
| CN103572874A (en) * | 2013-11-21 | 2014-02-12 | 西南科技大学 | Method for constructing reinforced concrete composite floor slab of steel frame house |
| ITUB20151959A1 (en) * | 2015-07-07 | 2017-01-07 | Elle Esse Srl | INSULATING AND SELF-SUPPORTING PANEL, FUNGENT FROM COLLABORATIVE CASSERO FOR TANKS IN REINFORCED CONCRETE, AND PANEL MANUFACTURING PROCEDURE. |
Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| FR2138547A1 (en) * | 1971-05-24 | 1973-01-05 | Delmas Fanguede Jean | |
| FR2240325A1 (en) * | 1973-08-08 | 1975-03-07 | Vallos Raymond | Method of forming composite wall panel - involves using lightweight sheet as former for concrete reinforcement |
| DE3040322A1 (en) * | 1980-10-25 | 1982-05-27 | Bauer, Edmund, 8950 Kaufbeuren | Composite wall or floor panel of concrete and rigid foam - interlocked by ribs and grooves provides structural strength and thermal insulation |
| FR2570739A1 (en) * | 1984-09-26 | 1986-03-28 | Serre Michel | Module for building floors |
| US5172532A (en) * | 1988-04-01 | 1992-12-22 | Gibbar Jr James H | Prefabricated polymer building wall panels |
| WO1995009953A1 (en) * | 1993-10-05 | 1995-04-13 | N.T.C. S.R.L. | A prefabricated element for floor construction |
| ES1048511U (en) * | 2001-03-06 | 2001-09-01 | Fabricados Y Pretensados Garci | Machihembrada insulating plate concrete roof. (Machine-translation by Google Translate, not legally binding) |
| CN1944902A (en) * | 2006-11-01 | 2007-04-11 | 邱则有 | Stee concrete prefabricated plate with rib |
Family Cites Families (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| ITMI20040941A1 (en) * | 2004-05-11 | 2005-11-12 | Plastedil Sa | STRUCTURING ELEMENT BUILDING IN PARTICULAR FOR THE CONSTRUCTION OF FLOORS OF BUILDINGS AND FLOOR STRUCTURE INCORPORATING SUCH ELEMENT |
| JP4705446B2 (en) * | 2005-09-27 | 2011-06-22 | 積水化成品工業株式会社 | Embedded material and substrate for hollow slab to which it is fixed |
| WO2007138655A1 (en) * | 2006-05-26 | 2007-12-06 | Hero Life Company Co., Ltd. | Construction method of floor slab and form panel |
-
2009
- 2009-07-17 ES ES200901142U patent/ES1071064Y/en not_active Expired - Fee Related
-
2010
- 2010-07-14 ES ES201250001A patent/ES2387114B1/en not_active Expired - Fee Related
- 2010-07-14 AU AU2010272439A patent/AU2010272439A1/en not_active Abandoned
- 2010-07-14 PE PE2012000019A patent/PE20120687A1/en not_active Application Discontinuation
- 2010-07-14 JP JP2012520057A patent/JP2012533696A/en active Pending
- 2010-07-14 WO PCT/ES2010/000303 patent/WO2011007025A1/en active Application Filing
- 2010-07-14 CN CN2010800320156A patent/CN102472046A/en active Pending
- 2010-07-14 BR BR112012001015A patent/BR112012001015A2/en not_active IP Right Cessation
- 2010-07-14 RU RU2012105974/03A patent/RU2012105974A/en not_active Application Discontinuation
- 2010-07-14 CA CA2767949A patent/CA2767949A1/en not_active Abandoned
- 2010-07-14 MX MX2012000648A patent/MX2012000648A/en not_active Application Discontinuation
-
2012
- 2012-01-13 CL CL2012000109A patent/CL2012000109A1/en unknown
- 2012-01-16 TR TR2012/00511T patent/TR201200511T1/en unknown
- 2012-01-16 DO DO2012000010A patent/DOP2012000010A/en unknown
- 2012-01-17 TN TNP2012000025A patent/TN2012000025A1/en unknown
- 2012-01-17 EC ECSP12011608 patent/ECSP12011608A/en unknown
- 2012-02-06 CO CO12019927A patent/CO6430482A2/en not_active Application Discontinuation
- 2012-02-17 MA MA34644A patent/MA33640B1/en unknown
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| FR2138547A1 (en) * | 1971-05-24 | 1973-01-05 | Delmas Fanguede Jean | |
| FR2240325A1 (en) * | 1973-08-08 | 1975-03-07 | Vallos Raymond | Method of forming composite wall panel - involves using lightweight sheet as former for concrete reinforcement |
| DE3040322A1 (en) * | 1980-10-25 | 1982-05-27 | Bauer, Edmund, 8950 Kaufbeuren | Composite wall or floor panel of concrete and rigid foam - interlocked by ribs and grooves provides structural strength and thermal insulation |
| FR2570739A1 (en) * | 1984-09-26 | 1986-03-28 | Serre Michel | Module for building floors |
| US5172532A (en) * | 1988-04-01 | 1992-12-22 | Gibbar Jr James H | Prefabricated polymer building wall panels |
| WO1995009953A1 (en) * | 1993-10-05 | 1995-04-13 | N.T.C. S.R.L. | A prefabricated element for floor construction |
| ES1048511U (en) * | 2001-03-06 | 2001-09-01 | Fabricados Y Pretensados Garci | Machihembrada insulating plate concrete roof. (Machine-translation by Google Translate, not legally binding) |
| CN1944902A (en) * | 2006-11-01 | 2007-04-11 | 邱则有 | Stee concrete prefabricated plate with rib |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103797197A (en) * | 2011-08-03 | 2014-05-14 | 米兰·凯卡诺维克 | Building structure of pre-cast monolithic walls and interfloor slabs |
| CN103797197B (en) * | 2011-08-03 | 2016-09-07 | 米兰·凯卡诺维克 | Pre-casting integral wall and the building structure of floor |
| CN104612301A (en) * | 2015-02-12 | 2015-05-13 | 安徽水利开发股份有限公司 | Steel-structured composite floor |
| CN105178489A (en) * | 2015-09-15 | 2015-12-23 | 李春福 | Composite heat preservation floor |
Also Published As
| Publication number | Publication date |
|---|---|
| ES2387114B1 (en) | 2013-06-25 |
| DOP2012000010A (en) | 2012-04-30 |
| ES2387114A1 (en) | 2012-09-13 |
| CL2012000109A1 (en) | 2012-08-24 |
| ES1071064U (en) | 2009-12-15 |
| ECSP12011608A (en) | 2012-03-30 |
| CO6430482A2 (en) | 2012-04-30 |
| JP2012533696A (en) | 2012-12-27 |
| RU2012105974A (en) | 2013-08-27 |
| BR112012001015A2 (en) | 2017-08-08 |
| ES1071064Y (en) | 2010-03-16 |
| MX2012000648A (en) | 2012-02-08 |
| TR201200511T1 (en) | 2013-01-21 |
| AU2010272439A1 (en) | 2012-03-08 |
| PE20120687A1 (en) | 2012-06-10 |
| WO2011007025A1 (en) | 2011-01-20 |
| MA33640B1 (en) | 2012-10-01 |
| CA2767949A1 (en) | 2011-01-20 |
| TN2012000025A1 (en) | 2013-09-19 |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C02 | Deemed withdrawal of patent application after publication (patent law 2001) | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20120523 |