CN102587553A - Integrally-cast floor slab of wood-plastic support board, steel sections and concrete - Google Patents
Integrally-cast floor slab of wood-plastic support board, steel sections and concrete Download PDFInfo
- Publication number
- CN102587553A CN102587553A CN2011100200822A CN201110020082A CN102587553A CN 102587553 A CN102587553 A CN 102587553A CN 2011100200822 A CN2011100200822 A CN 2011100200822A CN 201110020082 A CN201110020082 A CN 201110020082A CN 102587553 A CN102587553 A CN 102587553A
- Authority
- CN
- China
- Prior art keywords
- wood
- shaped steel
- supporting plate
- moulded
- concrete
- 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 title claims abstract description 94
- 239000010959 steel Substances 0.000 title claims abstract description 94
- 239000002023 wood Substances 0.000 claims description 54
- 239000000725 suspension Substances 0.000 claims description 16
- 210000003205 muscle Anatomy 0.000 claims description 12
- 239000004744 fabric Substances 0.000 abstract 2
- 239000000463 material Substances 0.000 description 9
- 238000010276 construction Methods 0.000 description 6
- 239000012530 fluid Substances 0.000 description 5
- 210000002105 tongue Anatomy 0.000 description 5
- 208000034189 Sclerosis Diseases 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 238000000926 separation method Methods 0.000 description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 2
- 238000000465 moulding Methods 0.000 description 1
- 230000010412 perfusion Effects 0.000 description 1
Images
Landscapes
- Bridges Or Land Bridges (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
An integrally-cast floor slab of a wood-plastic support board, steel sections and concrete comprises beams, a bottom support board, steel sections, hangers and concrete, wherein the floor slab steel sections are disposed on the beams, the floor slab steel sections are integrally connected or welded to section steel or embedded connectors in the beams, transverse bars, transverse section steel or a steel fabric is disposed between the adjacent floor slab steel sections, connecting tongue-and-grooves at the ends of the wood-plastic support board are placed on lower flanges of the adjacent floor slab steel sections, the concrete is filled between the wood-plastic support board and the floor slab steel sections so as to integrally combine the beams with the floor slab steel sections, the wood-plastic support board and the transverse bars, transverse steel sections or steel fabrics.
Description
Invention field: the present invention relates to the building floor structure.
Background technology:
CN200910062439.6 " girder steel, profiled sheet concrete combined floor construction method without support of hack lever ", carry out according to the following steps: profiled sheet is placed on a pair of steel I-beam, and profiled sheet has wooden a tree, used in making timber for boats; The wood a tree, used in making timber for boats is used to support profiled sheet; The bottom of wood a tree, used in making timber for boats props up the long wooden a tree, used in making timber for boats of another root, and the wooden a tree, used in making timber for boats of this length two ends set up on the bottom flange of a pair of steel I-beam, and concrete floor is erected on the profiled sheet; The working load of concrete floor is delivered on the bottom flange of steel I-beam through brace a tree, used in making timber for boats under the profiled sheet and long wooden a tree, used in making timber for boats; Bear working load by steel I-beam, need not hack lever, do not take lower layer space.
Above-mentioned patent adopts steel I-beam to support profiled sheet down, need not hack lever, do not take lower layer space, but the concrete floor bottom is not attractive in appearance for exposed steel I-beam, and suitable housing construction is used.
Summary of the invention:
The objective of the invention is: 1, wood is moulded supporting plate and is combined to be made into the cast floor with shaped steel and concrete, and it is simple to have technology, and speed of application is fast, and supporting plate moulded by wood and the concrete once-cast is accomplished.2, wood mould the supporting plate upside hang muscle through suspension member and last horizontal bar or laterally shaped steel link to each other; Wood is moulded the supporting plate problem on deformation when having solved fluid concrete; Wood is moulded supporting plate upside extension muscle and fluid concrete is combined into one, and has solved wood and has moulded supporting plate and fluid concrete separation problem.3, wood is moulded supporting plate and is made into hollow-core construction, is used to bury underground the water power pipe in the cavity.4, wood is moulded the supporting plate downside and is established dovetail groove, prevents that the decorative cover material from coming off.5, wood is moulded and is established drain hole on the supporting plate, solves the concrete drainage problem, and accelerate concrete is solidified.
The wood that the present invention proposes is moulded the integrated poured floor of supporting plate and shaped steel and concrete and is comprised: crossbeam, backing board, shaped steel; Suspension member; Concrete is characterized in that: floor shaped steel is placed on the crossbeam, and shaped steel in floor steel and the crossbeam or built-in connection link into an integrated entity or be integrally welded; Establish horizontal bar or horizontal shaped steel or steel mesh between adjacent floor shaped steel; Wood is moulded supporting plate end joint tongue groove and is placed on the adjacent floor shaped steel lower wing plate, and concrete spouting is moulded between supporting plate and floor shaped steel to wood, and floor shaped steel and wood are moulded supporting plate and horizontal bar or laterally shaped steel or steel mesh and crossbeam are integrated.
Mould the supporting plate anti-deformation for improving wood, wood is moulded the supporting plate upside and is established the extension muscle, and the suspension member lower end sticks into and hangs in the muscle; The suspension member upper end is fixed on horizontal bar or the horizontal shaped steel; Horizontal bar or laterally shaped steel connect on the adjacent floor shaped steel, during concrete perfusion, hang muscle and suspension member and horizontal bar or horizontal shaped steel and floor shaped steel and prevent that jointly wood from moulding supporting plate and being out of shape; Wood is moulded supporting plate extension muscle and fluid concrete is combined into one, and has solved wood and has moulded supporting plate and fluid concrete separation problem.
For solving floor shaped steel and horizontal bar connectivity problem, hook is established in the horizontal bar end, hangs on the floor shaped steel.
Wood is moulded supporting plate and is made into hollow-core construction, is used to bury underground the water power pipe in the cavity.
Wood is moulded the supporting plate downside and is established dovetail groove, the decorative cover material spread upon wood mould on the supporting plate with dovetail groove in, dovetail groove prevents that the decorative cover material from coming off.
The floor type ladle is drawn together: worker's shaped steel, T-steel, channel-section steel.
Wood is moulded and is established drain hole on the supporting plate, solves drainage problem under the concrete, and accelerate concrete is solidified.
Description of drawings:
Below in conjunction with accompanying drawing and embodiment the present invention is further described.
Fig. 1 has characteristic wood of the present invention to mould the integrated poured floor slab structure figure of supporting plate and worker's shaped steel and concrete.
Fig. 2 has characteristic wood of the present invention to mould the integrated poured floor slab structure figure of supporting plate and T-steel and concrete.
The specific embodiment:
Embodiment 1:
It is as shown in Figure 1 that wood is moulded the integrated poured floor slab structure figure of supporting plate and worker's shaped steel and concrete, wherein: the 1st, concrete beam, the 2nd, built-in connection, the 3rd, floor worker shaped steel; The 4th, worker's shaped steel lower wing plate, the 5th, pad, the 6th, wood is moulded supporting plate, and the 7th, joint tongue; The 8th, hang muscle, the 9th, drain hole, the 10th, dovetail groove, the 11st, suspension member; The 12nd, horizontal bar or steel mesh, the 13rd, concrete, the 14th, decorative cover material.
During construction, floor shaped steel 3 is placed on the concrete beam 1, and floor worker shaped steel 3 is integrally welded with built-in connection 2; Adjacent floor worker shaped steel 3 usefulness horizontal bars 11 link to each other and locate; Wood is moulded supporting plate 6 end joint tongues 7 and is placed on the adjacent floor worker shaped steel lower wing plate 4, and suspension member 11 lower ends stick into and hang in muscle 8 grooves, and suspension member 11 upper ends and horizontal bar 12 or steel mesh weld together; Concrete 13 is filled into wood and moulds 3 of supporting plate 6 and floor worker shaped steel; Floor worker shaped steel 3 and wood are moulded supporting plate 6 and horizontal bar or steel mesh 12 and suspension member 11 and concrete beam 1 integrated cast floor, and drain hole 9 is discharged excessive moisture in the concrete 13, accelerate concrete 13 sclerosis; Decorative cover material 14 spreads upon wood and moulds in supporting plate 6 and the dovetail groove 10, and dovetail groove 10 prevents that decorative cover material 14 from coming off.
Embodiment 2:
It is as shown in Figure 2 that wood is moulded the integrated poured floor slab structure figure of supporting plate and T-steel and concrete, wherein: the 15th, concrete beam, the 16th, built-in connection, the 17th, floor T-steel, the 18th, T-steel lower wing plate; The 19th, pad, the 20th, wood is moulded supporting plate, and the 21st, joint tongue, the 22nd, hang muscle; The 23rd, wood is moulded supporting plate hollow cavity, the 24th, dovetail groove, the 25th, suspension member, the 26th, drain hole; The 27th, horizontal bar, the 28th, horizontal bar hook, the 29th, concrete, the 30th, decorative cover material.
During construction, floor T-steel 17 is placed on the concrete beam 15, and floor T-steel 17 is integrally welded with built-in connection 16; Horizontal bar hook 28 hangs over horizontal bar 27 on the adjacent floor T-steel 17; Wood is moulded supporting plate 20 end joint tongues 21 and is placed on the adjacent floor T-steel lower wing plate 18, and suspension member 25 lower ends stick into and hang in muscle 22 grooves, and suspension member 25 upper ends link to each other with horizontal bar 27; Concrete 29 is filled into wood and moulds 17 of supporting plate 20 and floor T-steels; Floor T-steel 17 and wood are moulded supporting plate 20 and horizontal bar 7 and suspension member 25 and concrete beam 15 integrated cast floors, and drain hole 26 is discharged excessive moisture in the concrete 29, accelerate concrete 29 sclerosis; Decorative cover material 30 spreads upon wood and moulds in supporting plate 20 and the dovetail groove 24, and dovetail groove 24 prevents that decorative cover material 30 from coming off.
Claims (7)
1. wood is moulded the integrated poured floor of supporting plate and shaped steel and concrete and is comprised: crossbeam, backing board, shaped steel; Suspension member; Concrete is characterized in that: floor shaped steel is placed on the crossbeam, and shaped steel in floor steel and the crossbeam or built-in connection link into an integrated entity or be integrally welded; Establish horizontal bar or horizontal shaped steel or steel mesh between adjacent floor shaped steel; Wood is moulded supporting plate end joint tongue groove and is placed on the adjacent floor shaped steel lower wing plate, and concrete spouting is moulded between supporting plate and floor shaped steel to wood, and floor shaped steel and wood are moulded supporting plate and horizontal bar or laterally shaped steel or steel mesh and crossbeam are integrated.
2. wood as claimed in claim 1 is moulded the integrated poured floor of supporting plate and shaped steel and concrete, it is characterized in that: wood is moulded the supporting plate upside and is established the extension muscle, and the suspension member lower end sticks into and hangs in the muscle, and the suspension member upper end is fixed on horizontal bar or the horizontal shaped steel.
3. wood as claimed in claim 1 is moulded the integrated poured floor of supporting plate and shaped steel and concrete, it is characterized in that: wood is moulded cavity is set in the supporting plate.
4. wood as claimed in claim 1 is moulded the integrated poured floor of supporting plate and shaped steel and concrete, it is characterized in that: wood is moulded the supporting plate downside and is established dovetail groove.
5. wood as claimed in claim 1 is moulded the integrated poured floor of supporting plate and shaped steel and concrete, it is characterized in that: wood is moulded and is established drain hole on the supporting plate.
6. wood as claimed in claim 1 is moulded the integrated poured floor of supporting plate and shaped steel and concrete, it is characterized in that: hook is established in the horizontal bar end, hangs on the floor shaped steel.
7. wood as claimed in claim 1 is moulded the integrated poured floor of supporting plate and shaped steel and concrete, it is characterized in that: the floor type ladle is drawn together: worker's shaped steel, T-steel, channel-section steel.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011100200822A CN102587553A (en) | 2011-01-18 | 2011-01-18 | Integrally-cast floor slab of wood-plastic support board, steel sections and concrete |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011100200822A CN102587553A (en) | 2011-01-18 | 2011-01-18 | Integrally-cast floor slab of wood-plastic support board, steel sections and concrete |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN102587553A true CN102587553A (en) | 2012-07-18 |
Family
ID=46476740
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2011100200822A Pending CN102587553A (en) | 2011-01-18 | 2011-01-18 | Integrally-cast floor slab of wood-plastic support board, steel sections and concrete |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN102587553A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108385886A (en) * | 2018-03-22 | 2018-08-10 | 李世骏 | Grid beams floor construction and construction method |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2005207217A (en) * | 2003-12-26 | 2005-08-04 | Kazumine Maeda | Steel house |
| CN101575890A (en) * | 2009-06-05 | 2009-11-11 | 中建三局第二建设工程有限责任公司 | Girder and profiled steel sheet concrete combined floor construction method without support of hack lever |
| CN201598770U (en) * | 2009-09-01 | 2010-10-06 | 吴淑环 | A profiled steel composite panel |
| CN201627362U (en) * | 2010-01-25 | 2010-11-10 | 郑蓉军 | Suspended formwork support device for construction of steel structured concrete slabs |
| KR100993879B1 (en) * | 2010-07-30 | 2010-11-11 | 동아에스텍 주식회사 | Insulation deck plate |
-
2011
- 2011-01-18 CN CN2011100200822A patent/CN102587553A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2005207217A (en) * | 2003-12-26 | 2005-08-04 | Kazumine Maeda | Steel house |
| CN101575890A (en) * | 2009-06-05 | 2009-11-11 | 中建三局第二建设工程有限责任公司 | Girder and profiled steel sheet concrete combined floor construction method without support of hack lever |
| CN201598770U (en) * | 2009-09-01 | 2010-10-06 | 吴淑环 | A profiled steel composite panel |
| CN201627362U (en) * | 2010-01-25 | 2010-11-10 | 郑蓉军 | Suspended formwork support device for construction of steel structured concrete slabs |
| KR100993879B1 (en) * | 2010-07-30 | 2010-11-11 | 동아에스텍 주식회사 | Insulation deck plate |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108385886A (en) * | 2018-03-22 | 2018-08-10 | 李世骏 | Grid beams floor construction and construction method |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN102619331A (en) | Once molding construction method of beam-type conversion layer of high-rise building by steel pipe supporting and laminated pouring | |
| CN101775860A (en) | Heat-insulating double-layered wall for buildings | |
| CN113323262A (en) | 3D printed prefabricated wall module, wall and construction method of wall | |
| CN102587553A (en) | Integrally-cast floor slab of wood-plastic support board, steel sections and concrete | |
| CN209011364U (en) | A prefabricated wall vertical connector | |
| CN103031897A (en) | Fabrication method of heat insulating component | |
| CN215211508U (en) | A connection node of a concrete column and a steel column | |
| CN206174449U (en) | Superelevation layer core section of thick bamboo shear force wall creeping formwork structure | |
| CN207228407U (en) | A kind of prefabricated partition wall of the staircase with installation base | |
| CN218111140U (en) | A connection structure of prefabricated formwork for civil structures | |
| CN119777503B (en) | Prefabricated wallboard and wall construction method | |
| CN116575600B (en) | Thin-wall externally-wrapped clear water brick decorative shear wall and construction method thereof | |
| CN213681990U (en) | Ecological foundation block | |
| CN100516408C (en) | Light form element used for cast-in-place concrete | |
| CN103031896A (en) | Fabrication method of heat insulating component | |
| RU135339U1 (en) | COLUMN ASSEMBLY ASSEMBLY | |
| CN101063340B (en) | Bidirectional pre-fabricated panels of reinforced concrete | |
| CN101063330B (en) | Bidirectional pre-fabricated panels of reinforced concrete | |
| CN101063339B (en) | Bidirectional pre-fabricated panels of reinforced concrete | |
| CN100564769C (en) | Hollow mould for filling cast-in-situ concrete | |
| CN203514509U (en) | Building frame structure | |
| CN109281423A (en) | A kind of Linear shear wall and its construction method with top pillar | |
| CN101733838A (en) | Hollow carcass for filling cast-in-situ concrete | |
| CN101025021A (en) | Light base mould member for cast-in-situ concrete | |
| CN101302852A (en) | Hollow carcass for cast-in-situ concrete stuffing |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| AD01 | Patent right deemed abandoned |
Effective date of abandoning: 20170208 |
|
| C20 | Patent right or utility model deemed to be abandoned or is abandoned |