CN206233430U - Assembly concrete floorboard system - Google Patents
Assembly concrete floorboard system Download PDFInfo
- Publication number
- CN206233430U CN206233430U CN201621291981.0U CN201621291981U CN206233430U CN 206233430 U CN206233430 U CN 206233430U CN 201621291981 U CN201621291981 U CN 201621291981U CN 206233430 U CN206233430 U CN 206233430U
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- China
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- truss
- heat
- insulation layer
- overcoat
- reinforcing bar
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Abstract
The utility model provides a kind of assembly concrete floorboard system.Including heat-insulation layer, overcoat and steel frame, the steel frame includes truss, truss connection reinforcing bar and stiffener, the truss along floorboard longitudinally spaced arrangement, truss connects reinforcing bar being arranged laterally at a spacing along floorboard, truss connection reinforcing bar is fixedly connected with truss in intersection, stiffener is connected reinforcing bar and is fixedly connected in intersection with truss, the heat-insulation layer is made up of the mutual tongue and groove grafting of heat preservation module, overcoat is laid in outside heat-insulation layer, and overcoat and heat-insulation layer are ordered by connection and be fixed on truss.The utility model can make the on-site construction processes of floor greatly simplified, improve the construction speed of building, strengthen the energy-saving heat preserving effect of building.
Description
Technical field
The utility model relates to a kind of construction material, specifically a kind of structure for building construction floor
Material.
Background technology
The floorboard of current building mainly has two kinds of forms, and one kind is prefabricated board, and another kind is cast-in-place concrete floor.
Prefabricated board floor is installed using ground is pre-formed, by the way of on-site hoisting, its advantage be construction speed accelerate, cost
It is low.But lack effective connection between existing prefabricated board floor and wall, when running into the natural calamities such as earthquake, it is easy to pine
Move, come off, cause any property loss even casualties.In addition, after existing prefabricated board floor is completed, between each floor
With certain gap, dealing with improperly can produce smallpox plank split, not only influence attractive in appearance, and the phenomenons such as leak can be also produced sometimes.
Cast-in-place concrete floor overcomes some defects of prefabricated board floor, and the shock resistance of building can be made to carry significantly
It is high.But the construction of cast-in-place concrete floor needs to set up support frame at the scene, template, in a template cloth is laid on support frame
If reinforcing bar, then in sequence of operations such as casting concretes.Have impact on the integral construction speed of building.
Either prefabricated board floor or cast-in-place concrete floor, after completion is laid, will also smear overcoat or day
Card decorative layer, and they all can cause the whole of building without insulation, the radiating of heat insulating function, particularly top floor
The reduction of body heat insulation effect.Along with the popularization and application of geothermal heating system mode, the heat-insulation and heat-preservation to building interlayer floor is proposed
New requirement.And existing floor system can not meet these requirements.
The content of the invention
The purpose of this utility model be provide that a kind of heat insulation and preservation effect is good, the anti-seismic performance of building can be strengthened,
Improve the assembly concrete floorboard system of speed of application.
What the purpose of this utility model was realized in：Including heat-insulation layer, overcoat and steel frame, the steel frame includes
Truss, truss connection reinforcing bar and stiffener, the truss along floorboard longitudinally spaced arrangement, truss connect reinforcing bar along flooring
Plate is arranged laterally at a spacing, and truss connection reinforcing bar is fixedly connected with truss in intersection, and stiffener is connected reinforcing bar and exists with truss
Intersection is fixedly connected, and the heat-insulation layer is made up of the mutual tongue and groove grafting of heat preservation module, and overcoat is laid in outside heat-insulation layer, protection
Layer and heat-insulation layer are ordered by connection and are fixed on truss.
The utility model can also include：
1st, the edge of overcoat and heat-insulation layer is stretched out at the two ends of stiffener and truss connection reinforcing bar.
2nd, the truss is truss of angle steel.
3rd, the truss is porous C steel truss.
4th, with the ability mouthful of mutually overlap joint on two sides long of overcoat and heat-insulation layer.
By the way of ground assembles be arranged on steel frame for heat-insulation layer and overcoat by the utility model, constitutes assembled
Concrete building panel system, on on-site hoisting to wall after, the assembly concrete floorboard system is as the weight of floor
Want part and as template, directly pour flooring board concrete.
Steel frame of the present utility model is made up of truss, truss connection reinforcing bar and stiffener, and truss connects reinforcing bar and adds
Strong reinforcing bar is to realize the interconnection between truss, is also the load-bearing reinforcing bar of floor.
Overcoat of the present utility model and heat-insulation layer are ordered by connection and are fixed on truss, have been poured after concrete, are prevented
Sheath, heat-insulation layer and concrete layer are stably formed one, not only with the function of common floor, and have under concrete layer
Heat-insulation layer, can effectively prevent the radiating between upper strata, be particularly suitable as the interlayer floor using the building of floor heating heat supply,
It is more suitable for the roofing floor of building top layer.
Overcoat of the present utility model and heat-insulation layer one-shot forming.
Features described above of the present utility model, can make the on-site construction processes of floor greatly simplified, improve applying for building
Work progress, strengthens the energy-saving heat preserving effect of building.
Brief description of the drawings
Fig. 1 is the structural representation of the first implementation method of the present utility model.
Fig. 2, Fig. 3 are the profiles of the both direction in length and breadth of Fig. 1.
Fig. 4 is the structural representation of truss of angle steel.
Fig. 5 is the structural representation of second implementation method of the present utility model.
Fig. 6, Fig. 7 are the profiles of the both direction in length and breadth of Fig. 5.
Fig. 8 is the structural representation of porous C steel truss.
Specific embodiment
Illustrate below for a more detailed description to the utility model.
With reference to Fig. 1 to Fig. 4, the first implementation method heat-insulation layer 1-1 of the present utility model, overcoat 1-2 and steel frame.Steel
Framework includes truss of angle steel 1-3, truss connection reinforcing bar 1-4 and stiffener 1-5.Truss along floorboard longitudinally spaced arrangement,
Truss connects reinforcing bar being arranged laterally at a spacing along floorboard, and truss connection reinforcing bar is welded to connect with truss in intersection, strengthens steel
Muscle is connected reinforcing bar and is welded to connect in intersection with truss, and truss connection reinforcing bar and stiffener form bar-mat reinforcement.Heat-insulation layer is by protecting
The warm mutual tongue and groove grafting of module is constituted, and overcoat is laid in outside heat-insulation layer, and overcoat and heat-insulation layer are ordered 1-6 and be fixed on by connection
On truss.
With reference to Fig. 5 to Fig. 8, second implementation method heat-insulation layer 2-1 of the present utility model, overcoat 2-2 and steel frame.Steel
Framework includes porous C steel truss 2-3, truss connection reinforcing bar 2-4 and stiffener 2-5.Truss is along the longitudinally spaced of floorboard
Arrangement, truss connection reinforcing bar being arranged laterally at a spacing along floorboard, truss connection reinforcing bar is welded to connect with truss in intersection, plus
Strong reinforcing bar is connected reinforcing bar and is welded to connect in intersection with truss, and truss connection reinforcing bar and stiffener form bar-mat reinforcement.Heat-insulation layer
It is made up of the mutual tongue and groove grafting of heat preservation module, overcoat is laid in outside heat-insulation layer, overcoat and heat-insulation layer are ordered 2-6 and consolidated by connection
It is scheduled on truss.
Above two implementation method can have following two improvement projects respectively：
The first improvement project is：The side of overcoat and heat-insulation layer is stretched out at the two ends of stiffener and truss connection reinforcing bar
Edge.Truss connection reinforcing bar is welded with wall steel bar after lifting in place, and the stiffener between two floorboards is welded to each other.It is to pour
The floor of injection forming turns into a complete entirety with wall.
The first improvement project is：With the ability mouthful of mutually overlap joint on two sides long of overcoat and heat-insulation layer.It is lifted into
Mutually overlapped between two floorboards after position, it is possible to achieve the connection of seamless or slit.
Claims (7)
1. a kind of assembly concrete floorboard system, including heat-insulation layer, overcoat and steel frame, it is characterized in that：The steel framework
Frame include truss, truss connection reinforcing bar and stiffener, the truss along floorboard longitudinally spaced arrangement, truss connection reinforcing bar
Along being arranged laterally at a spacing for floorboard, truss connection reinforcing bar is fixedly connected with truss in intersection, and stiffener is connected with truss
Reinforcing bar is fixedly connected in intersection, and the heat-insulation layer is made up of the mutual tongue and groove grafting of heat preservation module, and overcoat is laid in heat-insulation layer
Outward, overcoat and heat-insulation layer are ordered by connection and are fixed on truss.
2. assembly concrete floorboard system according to claim 1, it is characterized in that：Stiffener and truss connection steel
The edge of overcoat and heat-insulation layer is stretched out at the two ends of muscle.
3. assembly concrete floorboard system according to claim 1 and 2, it is characterized in that：The truss is angle steel purlin
Frame.
4. assembly concrete floorboard system according to claim 1 and 2, it is characterized in that：The truss is porous C type
Steel truss.
5. assembly concrete floorboard system according to claim 1 and 2, it is characterized in that：Overcoat and heat-insulation layer
With the ability mouthful of mutually overlap joint on two sides long.
6. assembly concrete floorboard system according to claim 3, it is characterized in that：Two of overcoat and heat-insulation layer
With the ability mouthful of mutually overlap joint on side long.
7. assembly concrete floorboard system according to claim 4, it is characterized in that：Two of overcoat and heat-insulation layer
With the ability mouthful of mutually overlap joint on side long.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621291981.0U CN206233430U (en) | 2016-11-29 | 2016-11-29 | Assembly concrete floorboard system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621291981.0U CN206233430U (en) | 2016-11-29 | 2016-11-29 | Assembly concrete floorboard system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206233430U true CN206233430U (en) | 2017-06-09 |
Family
ID=58981193
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621291981.0U Active CN206233430U (en) | 2016-11-29 | 2016-11-29 | Assembly concrete floorboard system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206233430U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106522434A (en) * | 2016-11-29 | 2017-03-22 | 哈尔滨鸿盛房屋节能体系研发中心 | Assembly type concrete floorboard system |
| CN109577538A (en) * | 2018-12-12 | 2019-04-05 | 湖南易兴建筑有限公司 | Roof construction method |
-
2016
- 2016-11-29 CN CN201621291981.0U patent/CN206233430U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106522434A (en) * | 2016-11-29 | 2017-03-22 | 哈尔滨鸿盛房屋节能体系研发中心 | Assembly type concrete floorboard system |
| CN109577538A (en) * | 2018-12-12 | 2019-04-05 | 湖南易兴建筑有限公司 | Roof construction method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20170728 Address after: 150036 Xiangfang street, Xiangfang District, Heilongjiang, No. 145, No. Co-patentee after: Harbin Hongsheng building material manufacturing Limited by Share Ltd Patentee after: Hongsheng Room Energy Saving System Research Dev. Centre, Harbin Address before: 150036 Xiangfang street, Xiangfang District, Heilongjiang, No. 145, No. Patentee before: Hongsheng Room Energy Saving System Research Dev. Centre, Harbin |
|
| TR01 | Transfer of patent right |