CN207794399U - Heat insulation integrated laminated floor slab - Google Patents
Heat insulation integrated laminated floor slab Download PDFInfo
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- CN207794399U CN207794399U CN201721304886.4U CN201721304886U CN207794399U CN 207794399 U CN207794399 U CN 207794399U CN 201721304886 U CN201721304886 U CN 201721304886U CN 207794399 U CN207794399 U CN 207794399U
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Abstract
A kind of heat insulation integrated laminated floor slab, including concrete layer and the adiabator layer being arranged on concrete layer, the cast-in-place concrete layer being cast in above adiabator layer, the concrete layer are connected with cast-in-place concrete layer by stirrup muscle.The utility model factory normalization manufactures, quality controllable, no waste of material, no scene pollution, energy-efficient, and face layer is avoided to collapse or crack, and design optimization, fire protecting performance reaches A grades, uses manpower and material resources sparingly, and improves the economic benefit of whole project.
Description
Technical field：
The utility model belongs to construction engineering technical field, the more particularly to heat insulation integrated overlapping of a kind of assembled architecture
Floor.
Background technology：
Assembled architecture is built compared with traditional full cast-type, and building element is factory produced, quality controllable, standardization
Degree is high, and waste of material, no site environment pollution is avoided to save support shuttering, fastener and scaffold, construction cost is low, the duration
It is short, it is energy-efficient.And full cast-type building, all are carried out at the scene, need a large amount of support shuttering, fastener and scaffold,
Live waste of raw materials is serious, and environmental pollution is serious, and construction cost is high, and long in time limit, efficiency is low, especially cast in situs coagulation
Soil, nonstandardized technique operation, quality are uncontrollable.And designer to thermal insulation material do not approve and thermal insulation material it is blocked up and because protect
Adiabator causes face layer to collapse or the problem of problems of crack is all complete cast-in-place building.
Utility model content：
Technical problem to be solved in the utility model is to solve the above-mentioned problems of the prior art, and provide a kind of
Heat insulation integrated laminated floor slab, factory normalization manufacture, quality controllable, no waste of material, no scene pollution is energy-efficient, keeps away
Exempt from face layer to collapse or crack, design optimization, fire protecting performance reaches A grades, uses manpower and material resources sparingly, and improves the economic effect of whole project
Benefit.
The technical solution adopted in the utility model is：A kind of heat insulation integrated laminated floor slab, including concrete layer and
The adiabator layer being arranged on concrete layer, the cast-in-place concrete layer being cast in above adiabator layer, it is described pre-
Concrete layer processed is connected with cast-in-place concrete layer by supporting steel bar.
In above-mentioned technical proposal, the adiabator layer is arranged on concrete layer to be arranged for polylith, forms well
Font structure.
In above-mentioned technical proposal, between the block and block of the adiabator layer of the setting of the polylith on concrete layer
For the cast-in-place concrete being linked together with cast-in-place concrete layer.
In above-mentioned technical proposal, transverse plate bottom muscle and longitudinal plate bottom muscle, the horse are embedded in the concrete layer
Stool muscle bottom end is connected and fixed with transverse plate bottom muscle or longitudinal plate bottom muscle, and the supporting steel bar top connect solid with cast-in-place concrete layer
It is fixed.
In above-mentioned technical proposal, transverse plate bottom muscle and longitudinal plate bottom muscle are embedded in the concrete layer, it is described existing
Be preset with transverse plate seat shoulder bar and longitudinal plate seat shoulder bar in pouring concrete layer, the supporting steel bar bottom end and transverse plate bottom muscle or
Longitudinal plate bottom muscle is connected and fixed, and supporting steel bar top is connected and fixed with transverse plate seat shoulder bar or longitudinal plate seat shoulder bar.
In above-mentioned technical proposal, between the block and block of the adiabator layer of the setting of the polylith on concrete layer
It is provided with supporting steel bar, supporting steel bar bottom end is connected and fixed with transverse bottom plate muscle or longitudinal base plate muscle, supporting steel bar top and transverse plate branch
Seat negative reinforcement or longitudinal plate seat shoulder bar are connected and fixed.
In above-mentioned technical proposal, between the block and block of the adiabator layer of the setting of the polylith on concrete layer
It is provided with supporting steel bar, supporting steel bar bottom end is connected and fixed with transverse plate bottom muscle or longitudinal plate bottom muscle, supporting steel bar top and cast-in-place coagulation
Soil layer is connected and fixed.
In above-mentioned technical proposal, the concrete layer is equipped with the spaced apart adiabator layer of polylith, the horse
Stool muscle is set to gap location between the adjacent adiabator layer and/or the supporting steel bar through the adiabator layer.
In above-mentioned technical proposal, the edge of the adiabator layer has the edge of 3mm-8mm wide to be inserted in the form of bevel edge
Enter in concrete layer, to realize the stabilization of adiabator layer and concrete layer.
In above-mentioned technical proposal, the adiabator layer uses extrusion molding benzene plate.
Advantageous effect：
1) the heat insulation integrated laminated floor slab of the utility model eliminates the insulating layer of traditional construction, optimizes construction work
Phase reduces the increase and waste of the human and material resources brought by insulating layer, improves the economic benefit of monolithic architecture project.
2) the heat insulation integrated laminated floor slab of the utility model is a kind of sandwich floor insulation construction, and upper and lower both sides
The thickness of layer concrete is greater than or equal to 50mm thickness, and fire protecting performance reaches A grades of fire-protection standards；
3) the heat insulation integrated laminated floor slab of the utility model efficiently solves the designer often occurred to building now
The design problem of the not property approved and the blocked up phenomenon of floor thermal insulation material of plate thermal insulation material；
4) the heat insulation integrated laminated floor slab of the utility model, which can efficiently solve Conventional insulation, leads to floor
Face layer collapses or problem of Cracking, the structural strength and product quality and technical performance of significant increase heat preservation floor slab.
Description of the drawings：
Fig. 1 is 1 structural schematic diagram of the utility model embodiment；
Fig. 2 is 2 structural schematic diagram of the utility model embodiment.
Fig. 3 is the utility model structural profile illustration.
Reference numeral：
1-concrete layer, 2-adiabator layers, 3-cast-in-place concrete layers, 4-supporting steel bars, 5-transverse plate bottoms
Muscle, 6-longitudinal plate bottom muscle, 7-transverse plate seat shoulder bars, 8-longitudinal plate seat shoulder bars.
Specific implementation mode：
Referring to Fig. 1, Fig. 2, Fig. 3, the heat insulation integrated laminated floor slab of the utility model is a kind of novel heat preservation floor slab, special
It is not suitable for assembled architecture, structure sheaf is：Concrete layer+adiabator layer+cast-in-place concrete layer, concrete layer
It is connect by supporting steel bar with cast-in-place concrete layer.Adiabator layer be prefabricated in the factory concrete when one by one distribution be placed on
On concrete, certainly, supporting steel bar passes through adiabator layer, is mixed with the width insertion of bevel edge 5mm at adiabator layer bottom edge
In solidifying soil, to achieve the purpose that adiabator layer is stablized with concrete layer connection structure.The heat insulation integrated laminated floor slab
It can be prestressing force laminated floor slab etc..
The concrete structure of the utility model is as follows：
A kind of heat insulation integrated laminated floor slab, including concrete layer 1 and the guarantor that is arranged on concrete layer
Adiabator layer 2, the cast-in-place concrete layer 3 being cast in above adiabator layer, the concrete layer 1 and cast-in-place concrete
Layer 3 is connected by supporting steel bar 4.
The adiabator layer is arranged on concrete layer to be arranged for polylith, forms intersecting parallels structure.
It is and cast-in-place coagulation between the block and block of the adiabator layer 2 of the setting of the polylith on concrete layer 1
The cast-in-place concrete that soil layer 3 is linked together.
Be embedded with transverse plate bottom muscle 5 and longitudinal plate bottom muscle 6 in the concrete layer 1,4 bottom end of the supporting steel bar with
Transverse plate bottom muscle or longitudinal plate bottom muscle are connected and fixed, and the supporting steel bar top is connected and fixed with cast-in-place concrete layer.
Transverse plate bottom muscle 5 and longitudinal plate bottom muscle 6 are embedded in the concrete layer 1, in the cast-in-place concrete layer 3
It is preset with transverse plate seat shoulder bar 7 and longitudinal plate seat shoulder bar 8, the supporting steel bar bottom end and transverse plate bottom muscle or longitudinal plate bottom muscle
It is connected and fixed, supporting steel bar top is connected and fixed with transverse plate seat shoulder bar or longitudinal plate seat shoulder bar.Specifically, transverse plate bottom muscle
5 arrange with 6 stacked vertical of longitudinal plate bottom muscle, and the two can be connected by the modes such as binding or welding, transverse plate seat shoulder bar 7 with it is vertical
It is arranged to board support negative reinforcement 8 also stacked vertical, the two can be connected by the modes such as binding or welding.As shown in Figure 1, longitudinal plate branch
Seat negative reinforcement 8 is set on transverse plate seat shoulder bar 7, and transverse plate bottom muscle 5 is set on longitudinal plate bottom muscle 6, and supporting steel bar is set to laterally
Between board support negative reinforcement 7 and transverse plate bottom muscle 5, and it is connect respectively with transverse plate seat shoulder bar 7 and transverse plate bottom muscle 5.
It is provided with supporting steel bar between the block and block of the adiabator layer 2 of the setting of the polylith on concrete layer 1
4,4 bottom end of supporting steel bar is connected and fixed with transverse bottom plate muscle or longitudinal base plate muscle, supporting steel bar top and transverse plate seat shoulder bar 7 or vertical
It is connected and fixed to board support negative reinforcement 8.
It is provided with supporting steel bar between the block and block of the adiabator layer 2 of the setting of the polylith on concrete layer 1
4,4 bottom end of supporting steel bar is connected and fixed with transverse plate bottom muscle 5 or longitudinal plate bottom muscle 6, and 4 top of supporting steel bar connects with cast-in-place concrete layer 3
Connect fixation.
The concrete layer 1 is equipped with the spaced apart adiabator layer 2 of polylith, and supporting steel bar 4 is set to adjacent heat preservation
Gap location and/or supporting steel bar 4 between material layer 2 are through adiabator layer 2.In the present embodiment, part supporting steel bar 4 is set to phase
Gap location between adjacent adiabator layer 2, one end are embedded in concrete layer 1 in advance, and the other end is connect with cast-in-place concrete layer 3,
4 one end of another part supporting steel bar is embedded in concrete layer 1 in advance, and the other end passes through adiabator layer 2, with cast-in-place concrete layer 3
Connection.
The edge of the adiabator layer has the edge of 3mm-8mm wide to be inserted into floor precast concrete in the form of bevel edge
In layer, to realize the stabilization of adiabator layer and concrete layer.There is 5mm in this edge for implementing the adiabator layer
Wide edge is inserted into the form of bevel edge in concrete layer.
The adiabator layer uses extrusion molding benzene plate.
Claims (6)
1. a kind of heat insulation integrated laminated floor slab, it is characterised in that：Including concrete layer and it is arranged in concrete layer
Adiabator layer above, the cast-in-place concrete layer being cast in above adiabator layer, the concrete layer and cast-in-place mixed
Solidifying soil layer is connected by supporting steel bar；The adiabator layer is arranged on concrete layer to be arranged for polylith, forms well word
Type structure；It is between the block and block of the adiabator layer of the polylith on concrete layer setting and cast-in-place concrete layer
The cast-in-place concrete being linked together；Transverse plate bottom muscle and longitudinal plate bottom muscle are embedded in the concrete layer, it is described cast-in-place
Transverse plate seat shoulder bar and longitudinal plate seat shoulder bar, the supporting steel bar bottom end and transverse plate bottom muscle or vertical are preset in concrete layer
It is connected and fixed to board bottom muscle, supporting steel bar top is connected and fixed with transverse plate seat shoulder bar or longitudinal plate seat shoulder bar；It is described pre-
Supporting steel bar, supporting steel bar bottom end and lateral bottom are provided between the block and block of the adiabator layer that polylith is arranged above concrete layer processed
Plate muscle or longitudinal base plate muscle are connected and fixed, and supporting steel bar top is connected and fixed with transverse plate seat shoulder bar or longitudinal plate seat shoulder bar.
2. heat insulation integrated laminated floor slab according to claim 1, it is characterised in that：It is pre-buried in the concrete layer
There are transverse plate bottom muscle and longitudinal plate bottom muscle, the supporting steel bar bottom end is connected and fixed with transverse plate bottom muscle or longitudinal plate bottom muscle, described
Supporting steel bar top is connected and fixed with cast-in-place concrete layer.
3. heat insulation integrated laminated floor slab according to claim 1, it is characterised in that：It is described on concrete layer
Supporting steel bar, supporting steel bar bottom end and transverse plate bottom muscle or longitudinal plate bottom are provided between the block and block of the adiabator layer of polylith setting
Muscle is connected and fixed, and supporting steel bar top is connected and fixed with cast-in-place concrete layer.
4. heat insulation integrated laminated floor slab according to claim 1, it is characterised in that：The concrete layer is equipped with
The spaced apart adiabator layer of polylith, the supporting steel bar are set to gap location and/or institute between the adjacent adiabator layer
Supporting steel bar is stated through the adiabator layer.
5. heat insulation integrated laminated floor slab according to claim 1, it is characterised in that：The edge of the adiabator layer
Place has the edge of 3mm-8mm wide to be inserted into concrete layer in the form of bevel edge.
6. heat insulation integrated laminated floor slab according to claim 1, it is characterised in that：The adiabator layer is using crowded
Mould stupid plate.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721304886.4U CN207794399U (en) | 2017-10-11 | 2017-10-11 | Heat insulation integrated laminated floor slab |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721304886.4U CN207794399U (en) | 2017-10-11 | 2017-10-11 | Heat insulation integrated laminated floor slab |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207794399U true CN207794399U (en) | 2018-08-31 |
Family
ID=63273784
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721304886.4U Active CN207794399U (en) | 2017-10-11 | 2017-10-11 | Heat insulation integrated laminated floor slab |
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| CN (1) | CN207794399U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107724581A (en) * | 2017-10-11 | 2018-02-23 | 长沙远大住宅工业阜阳有限公司 | Heat insulation integrated laminated floor slab |
-
2017
- 2017-10-11 CN CN201721304886.4U patent/CN207794399U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107724581A (en) * | 2017-10-11 | 2018-02-23 | 长沙远大住宅工业阜阳有限公司 | Heat insulation integrated laminated floor slab |
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