CN206418642U - A kind of I-shaped prefabricated compound floor support plate of novel fabricated - Google Patents

A kind of I-shaped prefabricated compound floor support plate of novel fabricated Download PDF

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CN206418642U
CN206418642U CN201621224112.6U CN201621224112U CN206418642U CN 206418642 U CN206418642 U CN 206418642U CN 201621224112 U CN201621224112 U CN 201621224112U CN 206418642 U CN206418642 U CN 206418642U
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floor
support plate
floor support
upper strata
shaped prefabricated
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邸中敏
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Abstract

A kind of I-shaped prefabricated compound floor support plate 1 of assembled, it includes upper strata floor 2, intermediate layer 3 and lower floor's floor 4, upper strata floor has decorative layer 21, intermediate layer 3 includes the outer girder 30 of distributed reinforced cement concrete being located between upper strata floor 2 and lower floor's floor 4 and interior girder 31 and auxiliary girder 32, three layers are connected to form I-shaped common force structure, the binding site reinforcing steel bar bear structure of I-shaped prefabricated compound floor support plate is arranged as having reserved perpendicular type connector and reinforcing bar 51 at the outer both sides of the edge of girder 30 of reinforced cement concrete, reinforced mesh 22 is set to be interconnected with adjacent reinforced mesh 22, and perpendicular type connector and reinforcing bar 51 are connected the common force structure of the overall floor support plate of formation with adjacent perpendicular type connector and reinforcing bar 51, the carbon-fiber floor-heating cable of remaining space filling concrete foaming thermal-insulating 33 or floor heating water pipe 34 in intermediate layer.

Description

A kind of I-shaped prefabricated compound floor support plate of novel fabricated
Technical field
The utility model is related to a kind of prefabricated floor support plate, more particularly to a kind of collection wall load-bearing, insulation, heating, sound insulation, anti- Fire is in the I-shaped prefabricated compound floor support plate of novel fabricated of one.
Background technology
The demand for development of assembled integrated house building, the assembled arthitecutral structure occurred in the recent period are proposed in current country Floor support plate mainly has;Prestressed hollow slab, the prefabricated floor support plates of concrete PC and iron floor support plate, first prestressed hollow slab Do not connected between reinforcing bar and reinforcing bar, be single steel bar split force structure, do not connected between cassette ceiling and cassette ceiling Steel bar stress structure is monomer stress, and bar construction and connected mode are all unreasonable, and the gap between cassette ceiling also needs to branch Mould casting concrete.The prefabricated floor support plates of concrete PC need site setup temporary support brackets beam to lift again, also need secondary colligation Reinforcing bar and casting concrete itself or solid floor support plate structural weight per square meter do not mitigate, process and traditional cast-in-situ floor without It is different.Iron floor support plate is only the reduction of the quantity of temporary support brackets beam, the working procedure base with the prefabricated floor support plates of concrete PC This is consistent, and iron floor support plate has the disadvantage that Costco Wholesale itself is high, and recycling can not be dismantled by being fused into one with building, be had Iron floor support plate is not plane, in addition it is also necessary to which secondary furred ceiling ties up solid space, virtually increases building cost.Integrate Carry out above-mentioned three kinds of floor support plates and be required for doing more situ wet to be turned into industry, in addition it is also necessary to re-lay heat-insulation layer addition heating line, then Ground decoration is done, the thickness of floor and the solid space that house has been tied up from escheat of floor is virtually added.Process is various Labor intensity is big, and engineering time length causes construction cost not reduce.
Utility model content
The technical solution of the utility model is to have carried out improvement upgrading on the basis of the prefabricated floor support plates of concrete PC to form A kind of I-shaped prefabricated compound floor support plate of novel fabricated.Concrete technical scheme is:
A kind of I-shaped prefabricated compound floor support plate 1 of assembled, it includes upper strata floor 2, intermediate layer 3 and lower floor's floor 4, on Floor plate has decorative layer 21, and the distributed reinforced concrete that intermediate layer 3 includes being located between upper strata floor 2 and lower floor's floor 4 is mixed The solidifying outer girder 30 of soil and interior girder 31 and auxiliary girder 32, three layers are connected to form I-shaped common force structure, wherein I-shaped The prefabricated compound floor support plate of type has reserved connector and reinforcing bar, I-shaped prefabricated compound floor support plate and I-shaped prefabricated compound floor support plate Binding site reinforcing steel bar bear structure be arranged as, the outer both sides of girder 30 of the distributed reinforced cement concrete in upper strata floor and intermediate layer Perpendicular type connector and reinforcing bar 51 have been reserved in edge, make the reinforcing bar of the reinforced mesh 22 and adjacent upper strata floor of upper strata floor Mesh sheet 22 is interconnected, and perpendicular type connector and reinforcing bar 51 are connected formation entirety with adjacent perpendicular type connector and reinforcing bar 51 The common force structure of floor support plate, the reinforced concrete coagulation that connection is formed at overall I-shaped prefabricated compound floor support plate outer ledge The outer girder 30 of soil has reserved plane connector and reinforcing bar 52, and auxiliary girder 32 has also reserved plane connector and reinforcing bar 52, I-shaped The binding site reinforcing steel bar bear structure of the prefabricated compound floor support plate of type and prefabricated combined wall board 6 is arranged as, with the prefabricated coagulation of combined wall board 6 LU types connector and reinforcing bar 60 or groove type connector and reinforcing bar 61 above native beam 63 are interconnected, and are deep into groove 62 Increase the area of section of tie-beam 64 of binding site, while the connecting structure reinforcing bar 65 of the prefabricated combined wall board 6 of reserved upper floor, shape Into the overall antidetonation force structure of Snap fastened type, in intermediate layer remaining space filling concrete foaming thermal-insulating 33 play insulation, sound insulation, Fireproof function, lays carbon-fiber floor-heating cable among cement foamed insulation material or floor heating water pipe 34 plays the work(of heating Energy.
It is preferred that, reinforcing steel bar bear structure is arranged as, and the stress cage bar lateral arrangement distributing reinforcement of upper strata floor bar mesh sheet 22 is erected To arrangement, the outer girder 30 of distributed reinforced cement concrete and the steel bar stress of interior girder 31 are vertically arranged the steel bar stress of auxiliary girder 32 horizontal stroke To arrangement, the stress cage bar lateral arrangement distributing reinforcement of lower floor's floor bar mesh sheet 42 is vertically arranged, and two horizontal middle one is perpendicular I-shaped Reinforcing steel bar bear structure.
It is preferred that, upper strata floor is to be bonded by decorative layer with reinforced cement concrete floor.
It is preferred that, cement foamed insulation material is to be mixed to make by cement, water, foaming agent, polypropylene fibre and heat-insulating granules Into slurry, one or more of the heat-insulating granules in granular polystyrene, haydite, vermiculite or perlite.
It is preferred that, lower floor's floor is made up of reinforced cement concrete floor.
It is preferred that, cement concrete is magnesium oxysulfide concrete concrete.
It is preferred that, the decorative layer of upper strata floor therein is true mineral varnish, or is made up of stone flour, mica powder and gelling material Mixing material, or for lithotome and floor tile.
It is preferred that, wherein cement foamed insulation material is magnesium oxysulfide concrete foaming thermal-insulating.
This floor support plate is integrated with I-shaped load-bearing force structure, insulation, heating, sound insulation, fire prevention, decorated in one, both subtracts Lack concrete amount and reduced floor deadweight again, also add the utilization of house solid space.Realize the intensive life of batch production Production, curing kilns need not be built by reducing self heatable maintenance of itself heating system in labor intensity, production process, not only lightweight Assemble the fast humidifying operation of speed of application few, and economize on water, save, saving material, without dust work, without building waste, and can be extensive Held applied to collection load-bearing, insulation, heating, fire prevention, sound insulation, decoration integrated prefabricated compound building in all types of buildings, is realized Plate, saves timber and stone material consumption, is exactly virtually the protection to natural resources.
Brief description of the drawings
Fig. 1 is I-shaped prefabricated compound floor support plate vertical cross section figure
Fig. 2 is that I-shaped prefabricated compound floor support plate is connected profile with floor support plate installation
Fig. 3 is that I-shaped prefabricated compound floor support plate is connected one of profile with the installation of prefabricated combined wall board Snap fastened type
Fig. 4 is that I-shaped prefabricated compound floor support plate is connected the two of profile with the installation of prefabricated combined wall board Snap fastened type
Fig. 5 is I-shaped prefabricated compound floor support plate transverse cross-sectional view
In Fig. 1;1. the decorative layer of 4. lower floor's floor of I-shaped prefabricated compound 2. upper strata floor of floor support plate, 3. intermediate layer 21. 22. the intermediate layer insulation material of girder 33. in the outer armored concrete of girder 31. of the armored concrete of upper strata floor bar mesh sheet 30. 34. carbon-fiber floor-heating cable or the perpendicular type connector of 42. lower floor's floor bar mesh sheet of floor heating water pipe 51. and reinforcing bar
In Fig. 2;1. the outer girder of the armored concrete of 21. decorative layer of I-shaped prefabricated compound 2. upper strata floor of floor support plate 30. 31. the perpendicular type connector of girder 51. and reinforcing bar in armored concrete
In Fig. 3;1. the I-shaped prefabricated compound prefabricated plane interface of combined wall board 52. of floor support plate 6. and reinforcing bar 61. are pre- On the prefabricated tie-beam 65. of combined wall board beams of concrete 64. of 62. groove of combined wall board fluted body connector and reinforcing bar 63. processed The connecting structure reinforcing bar of the prefabricated combined wall board 6 of floor
In Fig. 4;1. the I-shaped prefabricated compound prefabricated plane interface of combined wall board 52. of floor support plate 6. and reinforcing bar 60. are pre- The LU types interface and the prefabricated tie-beam 65. of combined wall board beams of concrete 64. of 62. groove of reinforcing bar 63. of combined wall board 6 processed are upstairs The connecting structure reinforcing bar of the prefabricated combined wall board 6 of layer
In Fig. 5;1. girder in the outer armored concrete of girder 31. of the I-shaped prefabricated compound armored concrete of floor support plate 30. 34. carbon-fiber floor-heating cable or the carbon-fiber floor-heating cable of floor heating water pipe 35. or floor heating water pipe interface
Embodiment
Floor support plate of the present utility model can be as follows:
A kind of I-shaped prefabricated compound floor support plate 1 of assembled, it includes upper strata floor 2, intermediate layer 3 and lower floor's floor 4, on Floor plate has decorative layer 21, and the distributed reinforced concrete that intermediate layer 3 includes being located between upper strata floor 2 and lower floor's floor 4 is mixed The solidifying outer girder 30 of soil and interior girder 31 and auxiliary girder 32, three layers are connected to form I-shaped common force structure, wherein I-shaped The prefabricated compound floor support plate of type has reserved connector and reinforcing bar, I-shaped prefabricated compound floor support plate and I-shaped prefabricated compound floor support plate Binding site reinforcing steel bar bear structure be arranged as, the outer both sides of girder 30 of the distributed reinforced cement concrete in upper strata floor and intermediate layer Perpendicular type connector and reinforcing bar 51 have been reserved in edge, make the reinforcing bar of the reinforced mesh 22 and adjacent upper strata floor of upper strata floor Mesh sheet 22 is interconnected, and perpendicular type connector and reinforcing bar 51 are connected formation entirety with adjacent perpendicular type connector and reinforcing bar 51 The common force structure of floor support plate, the reinforced concrete coagulation that connection is formed at overall I-shaped prefabricated compound floor support plate outer ledge The outer girder 30 of soil has reserved plane connector and reinforcing bar 52, and auxiliary girder has also reserved plane connector and reinforcing bar 52, I-shaped The binding site reinforcing steel bar bear structure of prefabricated compound floor support plate and prefabricated combined wall board 6 is arranged as, with the prefabricated concrete of combined wall board 6 LU types connector and reinforcing bar 60 or groove type connector and reinforcing bar 61 above beam 63 are interconnected, and are deep into groove 62 and are made The area of section of tie-beam 64 increase of binding site, while the connecting structure reinforcing bar 65 of the prefabricated combined wall board 6 of reserved upper floor, is formed Remaining space filling concrete foaming thermal-insulating 33 plays insulation, sound insulation, prevented in Snap fastened type entirety antidetonation force structure, intermediate layer The function of fire, lays carbon-fiber floor-heating cable among cement foamed insulation material or floor heating water pipe 34 plays the function of heating.
Floor support plate of the present utility model can also directly paste all ornament materials in ground, eliminate various construction technology Flow, saves more than 40% labor intensity, so as to save a big chunk cost, antidetonation rank is improved on the contrary, is A kind of I-shaped prefabricated compound floor support plate of green novel fabricated.

Claims (8)

1. a kind of I-shaped prefabricated compound floor support plate of assembled, it includes upper strata floor, intermediate layer and lower floor's floor, upper strata floor With decorative layer, intermediate layer include the outer girder of distributed reinforced cement concrete that is located between upper strata floor and lower floor's floor with Interior girder and auxiliary girder, three layers are connected to form I-shaped common force structure, wherein I-shaped prefabricated compound floor support plate is pre- Connector and reinforcing bar, the binding site reinforcing steel bar bear knot of I-shaped prefabricated compound floor support plate and I-shaped prefabricated compound floor support plate are stayed Structure is arranged as, and perpendicular type company has been reserved at the outer girder both sides of the edge of distributed reinforced cement concrete in upper strata floor and intermediate layer Interface and reinforcing bar, make the reinforced mesh of upper strata floor be interconnected with the reinforced mesh of adjacent upper strata floor, and perpendicular type Connector and reinforcing bar form the common force structure of overall floor support plate with adjacent perpendicular type connector and bar connecting, and connection forms whole The outer girder of reinforced cement concrete at the I-shaped prefabricated compound floor support plate outer ledge of body reserved plane connector and Reinforcing bar, auxiliary girder has also reserved plane connector and reinforcing bar, the combination of I-shaped prefabricated compound floor support plate and prefabricated combined wall board Point reinforcing steel bar bear structure is arranged as, and is connected with the LU types connector and reinforcing bar or groove type above prefabricated combined wall board beams of concrete Mouth and reinforcing bar are interconnected, and being deep into increases the tie-beam area of section of binding site in groove, while reserved upper floor is pre- The connecting structure reinforcing bar of combined wall board processed, forms remaining space filling concrete in the overall antidetonation force structure of Snap fastened type, intermediate layer Foaming thermal-insulating plays insulation, sound insulation, fireproof function, and carbon-fiber floor-heating cable is laid among cement foamed insulation material Or floor heating water pipe plays the function of heating.
2. the I-shaped prefabricated compound floor support plate of assembled as claimed in claim 1, it is characterised in that reinforcing steel bar bear structure is arranged For upper strata floor bar mesh sheet stress cage bar lateral arrangement distributing reinforcement is vertically arranged, the outer girder of distributed reinforced cement concrete Auxiliary girder steel bar stress lateral arrangement, lower floor's floor bar mesh sheet stress cage bar lateral arrangement are arranged with interior main beam stress steel bar vertical Distributing reinforcement is vertically arranged, a two horizontal middle perpendicular I-shaped reinforcing steel bar bear structures.
3. the I-shaped prefabricated compound floor support plate of assembled as described in preceding claims any one, wherein upper strata floor be by Decorative layer is bonded with reinforced cement concrete floor.
4. the I-shaped prefabricated compound floor support plate of assembled as claimed in claim 3, wherein cement foamed insulation material is by water The slurry that mud, water, foaming agent, polypropylene fibre and heat-insulating granules are mixed, heat-insulating granules are selected from granular polystyrene, haydite, leech One or more in stone or perlite.
5. the I-shaped prefabricated compound floor support plate of assembled as claimed in claim 4, wherein lower floor's floor is mixed by reinforced concrete Solidifying Tulou plate is constituted.
6. the I-shaped prefabricated compound floor support plate of assembled as claimed in claim 5, wherein cement concrete are magnesium oxysulfide concrete Concrete.
7. the I-shaped prefabricated compound floor support plate of assembled as claimed in claim 6, the decorative layer of upper strata floor therein is true Mineral varnish, or the mixing material being made for stone flour, mica powder and gelling material, or be lithotome and floor tile.
8. the I-shaped prefabricated compound floor support plate of assembled as claimed in claim 7, wherein cement foamed insulation material is sulphur oxygen The cement foamed insulation material of magnesium.
CN201621224112.6U 2016-11-14 2016-11-14 A kind of I-shaped prefabricated compound floor support plate of novel fabricated Active CN206418642U (en)

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CN201621224112.6U CN206418642U (en) 2016-11-14 2016-11-14 A kind of I-shaped prefabricated compound floor support plate of novel fabricated

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Application Number Priority Date Filing Date Title
CN201621224112.6U CN206418642U (en) 2016-11-14 2016-11-14 A kind of I-shaped prefabricated compound floor support plate of novel fabricated

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110318489A (en) * 2019-06-27 2019-10-11 罗志康 A kind of hollow laminated floor slab

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110318489A (en) * 2019-06-27 2019-10-11 罗志康 A kind of hollow laminated floor slab

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