CN214884589U - Building energy-saving house frame - Google Patents
Building energy-saving house frame Download PDFInfo
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- CN214884589U CN214884589U CN202120231289.3U CN202120231289U CN214884589U CN 214884589 U CN214884589 U CN 214884589U CN 202120231289 U CN202120231289 U CN 202120231289U CN 214884589 U CN214884589 U CN 214884589U
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Abstract
The utility model belongs to the technical field of energy-conserving building technique and specifically relates to a building energy-saving house frame is related to, and it includes prefabricated wallboard, prefabricated floor, cast-in-place stand and cast-in-place carrier bar, and prefabricated wallboard is equipped with four and encloses to close and form rectangle frame column structure, and cast-in-place stand sets up the junction at two adjacent prefabricated wallboard, and prefabricated floor establishes the both ends at prefabricated wallboard, and cast-in-place carrier bar sets up the junction at prefabricated wallboard and prefabricated floor. The present application has the following effects: the cast-in-place stand is used for reinforcing the connection effect between the prefabricated wallboard, and cast-in-place carrier bar is used for reinforcing the connection effect between prefabricated wallboard and the prefabricated floor slab to make the holistic stability of house frame can improve.
Description
Technical Field
The application relates to the technical field of energy-saving buildings, in particular to an energy-saving building frame.
Background
Building energy conservation refers to executing energy conservation standards in the planning, designing, newly building (reconstruction, extension), reconstruction and using processes of buildings, adopting energy-saving technologies, processes, equipment, materials and products, improving the heat preservation and insulation performance and the efficiency of heating, air-conditioning, refrigerating and heating systems, strengthening the operation management of energy systems for the buildings, and reducing the energy consumption of heating, air-conditioning, refrigerating and heating, lighting and hot water supply by utilizing renewable energy sources on the premise of ensuring the quality of indoor thermal environment.
The building energy conservation comprises a plurality of technologies, such as an enclosure structure heat preservation and insulation technology, a building sun shading technology, a solar energy and building integrated technology, a novel cooling and heating technology, an illumination energy conservation technology and the like. The exterior wall heat preservation in the related technology is that after the construction is finished, a heat preservation structure is paved on the inner side or the outer side of a concrete exterior wall structure of a building so as to achieve the purpose of heat preservation and heat insulation of the concrete exterior wall structure of the building.
With the development of the assembly type building technology, the prefabricated wall panel integrating the heat preservation function is developed, so that the steps of building construction are simplified, the building construction period is shortened, and the structural stability of a house frame is also required.
SUMMERY OF THE UTILITY MODEL
In order to improve the overall structural stability of the house frame, the application provides an energy-saving house frame for a building.
The application provides a building energy-saving house frame adopts following technical scheme:
the utility model provides a building energy-saving house frame, includes prefabricated wallboard, prefabricated floor, cast-in-place stand and cast-in-place carrier bar, prefabricated wallboard is equipped with four and encloses to close and forms rectangle frame column structure, cast-in-place stand sets up the junction at two adjacent prefabricated wallboards, prefabricated floor establishes the both ends at prefabricated wallboard, cast-in-place carrier bar sets up the junction at prefabricated wallboard and prefabricated floor.
Through adopting above-mentioned technical scheme, cast-in-place stand is used for strengthening the connection effect between the prefabricated wallboard, and cast-in-place carrier bar is used for strengthening the connection effect between prefabricated wallboard and the prefabricated floor to make the holistic stability of house frame can improve.
Optionally, prefabricated wallboard is equipped with upside ring muscle and downside ring muscle respectively along the both ends of horizontal direction, upside ring muscle and downside ring muscle dislocation set, and the mutual butt of upside ring muscle and downside ring muscle of two adjacent prefabricated wallboard junctions, cast-in-place stand is equipped with wears to establish the muscle of indulging in upside ring muscle and the downside ring muscle.
Through adopting above-mentioned technical scheme, the structural strength and the bearing strength of cast-in-place stand have not only been strengthened to upside ring muscle, downside ring muscle and vertical muscle to the connection effect between prefabricated wallboard and the cast-in-place stand has still been strengthened, thereby makes the holistic stability of house frame strengthen.
Optionally, prefabricated wallboard all is equipped with front side ring muscle along the both ends of vertical direction, prefabricated floor all is equipped with rear side ring muscle along the outer edge of horizontal direction, and the front side ring muscle and the mutual butt of rear side ring muscle dislocation set of prefabricated wallboard and prefabricated floor junction, cast-in-place carrier bar is equipped with wears to establish the horizontal muscle in front side ring muscle and the rear side ring muscle.
Through adopting above-mentioned technical scheme, the ligature is fixed between horizontal muscle and front side ring muscle and the rear side ring muscle. The front side ring rib, the rear side ring rib and the transverse rib not only enhance the structural strength and the bearing strength of the cast-in-place bearing beam, but also enhance the connection effect between the prefabricated wall plate and the prefabricated floor slab, so that the overall stability of the house frame is further improved.
Optionally, one end of the prefabricated wall panel, which is far away from the ground, is provided with a grouting hole along the vertical direction, and the grouting hole and the front side circular rib are arranged in a staggered manner.
Through adopting above-mentioned technical scheme, when cast-in-place carrier bar pour, cast-in-place carrier bar's concrete will be grouted the grout hole and fill to make the connection effect between cast-in-place carrier bar and the prefabricated wallboard strengthen, and then make the house frame more firm.
Optionally, the outer edge of the prefabricated wall panel in the vertical direction and the outer edge of the prefabricated floor slab in the horizontal direction are both rough surfaces.
By adopting the technical scheme, the connection effect between the cast-in-place upright post and the prefabricated wall plate, between the cast-in-place carrier beam and the prefabricated wall plate and between the cast-in-place carrier beam and the prefabricated floor plate can be enhanced by the rough surface, so that gaps are not easy to generate at the connection part of the house frame.
Optionally, the prefabricated wall panel includes indoor layer, sandwich heat preservation layer, wallboard waterproof layer and the outdoor layer that sets gradually towards thickness direction opposite side along thickness direction one side.
Through adopting above-mentioned technical scheme, the structural strength that the indoor layer can satisfy prefabricated wallboard is required with the bearing strength, and sandwich heat preservation can play the thermal-insulated effect that keeps warm, and the wallboard waterproof layer is used for strengthening the water-proof effects of prefabricated wallboard, and outdoor layer makes prefabricated wallboard difficult impaired to make prefabricated wallboard satisfy energy-conserving building's operation requirement.
Optionally, the prefabricated floor slab comprises a bearing layer, a filling layer, a floor slab waterproof layer and a foundation layer which are sequentially arranged in the direction away from the ground.
Through adopting above-mentioned technical scheme, the bearer layer is used for satisfying the bearing of prefabricated wallboard needs, and the filling layer is used for alleviateing the holistic quality of prefabricated floor, and the floor waterproof layer is used for strengthening the water-proof effects of prefabricated floor, and the foundation layer plays the guard action to make prefabricated floor satisfy energy-conserving building's operation requirement.
Optionally, one side of the foundation layer, which is far away from the waterproof layer of the floor slab, is provided with a leveling layer.
Through adopting above-mentioned technical scheme, the screed-coat is used for making level to one side that prefabricated floor kept away from ground to and then warm up or heat preservation structures such as insulation floor lay in later stage.
In summary, the present application includes at least one of the following beneficial technical effects:
1. the cast-in-place upright columns are used for enhancing the connecting effect between the prefabricated wallboards, and the cast-in-place carrier beams are used for enhancing the connecting effect between the prefabricated wallboards and the prefabricated floor slabs, so that the integral stability of the house frame is improved;
2. through setting up the grout hole, when cast-in-place carrier bar pours, cast-in-place carrier bar's concrete will be grouted the grout hole and fill to make the connected effect between cast-in-place carrier bar and the prefabricated wallboard can strengthen, and then make the house frame more firm.
Drawings
FIG. 1 is a schematic structural diagram of an integral framework of a building energy-saving house according to an embodiment of the application;
FIG. 2 is a schematic structural view of a prefabricated wall panel according to an embodiment of the present application;
FIG. 3 is a schematic structural view of a prefabricated floor slab according to an embodiment of the present invention;
FIG. 4 is a schematic structural view of a prefabricated floor slab junction in an embodiment of the present application;
figure 5 is a schematic structural view of a prefabricated floor slab and a prefabricated wall panel according to an embodiment of the present application.
Description of reference numerals: 1. prefabricating a wallboard; 11. an indoor layer; 12. a heat-insulating layer is sandwiched; 13. a waterproof layer of a wallboard; 14. an outdoor layer; 15. an upper side ring rib; 16. a lower side ring rib; 17. a front side ring rib; 18. grouting holes; 2. prefabricating a floor slab; 21. a carrier layer; 22. a filling layer; 23. a floor waterproof layer; 24. a base layer; 25. leveling layer; 26. an interfacial agent layer; 27. a rear side ring rib; 3. pouring the upright column in situ; 31. longitudinal ribs; 4. casting a bearing beam in situ; 41. and transverse ribs.
Detailed Description
The present application is described in further detail below with reference to figures 1-5.
The embodiment of the application discloses an energy-saving building frame. Referring to fig. 1, the building energy-saving house frame comprises a prefabricated wall plate 1, a prefabricated floor slab 2, a cast-in-situ upright post 3 and a cast-in-situ bearing beam 4.
The outer edge of the prefabricated wall panel 1 in the vertical direction and the outer edge of the prefabricated floor slab 2 in the horizontal direction are rough surfaces. The rough surface is a rough surface of the prefabricated wall panel 1 and the prefabricated floor slab 2 during prefabrication. The rough surface can enhance the connecting effect between the cast-in-place upright post 3 and the prefabricated wall plate 1, between the cast-in-place carrier beam 4 and the prefabricated wall plate 1 and between the cast-in-place carrier beam 4 and the prefabricated floor slab 2, so that gaps are not easy to generate at the connecting part of the house frame.
Referring to fig. 1 and 2, in order to meet the heat-insulating and waterproof requirements of an energy-saving building, the prefabricated wall panel 1 includes an indoor layer 11, a sandwich heat-insulating layer 12, a wall panel waterproof layer 13 and an outdoor layer 14, and the indoor layer 11, the sandwich heat-insulating layer 12, the wall panel waterproof layer 13 and the outdoor layer 14 are sequentially disposed along one side of the thickness direction of the prefabricated wall panel 1 toward the other side of the thickness direction. The indoor layer 11 is of a reinforced concrete structure so as to meet the requirements of the structural strength and the bearing strength of the prefabricated wall panel 1; the sandwich heat-insulating layer 12 can be made of an XPS heat-insulating plate which has extremely strong compressive strength and impact resistance, good moisture resistance and corrosion resistance and can also play a role in heat insulation; the wallboard waterproof layer 13 is formed by pouring cement mortar, and the wallboard waterproof layer 13 is used for enhancing the waterproof effect of the prefabricated wallboard 1; the outdoor layer 14 is a concrete structure, and the outdoor layer 14 serves as a protective layer so that the prefabricated wall panel 1 is not easily damaged.
Referring to fig. 1 and 3, meanwhile, the prefabricated floor slab 2 includes a bearing layer 21, a filling layer 22, a floor slab waterproof layer 23 and a foundation layer 24, and the bearing layer, the filling layer 22, the floor slab waterproof layer 23 and the foundation layer 24 are sequentially arranged in a direction away from the ground. The bearing layer 21 is of a reinforced concrete structure, and the bearing layer 21 is used for meeting the bearing requirement of the prefabricated wall panel 1; the filling layer 22 is made of a lightweight aggregate concrete material, and the filling layer 22 is used for reducing the overall mass of the prefabricated floor slab 2; the floor waterproof layer 23 is formed by laying and covering waterproof coiled materials, and the floor waterproof layer 23 is used for enhancing the waterproof effect of the prefabricated floor 2; the foundation layer 24 is formed by pouring fine stone concrete, and the foundation layer 24 serves as a surface layer of the precast floor slab 2 and plays a role in protection on the surface of the precast floor slab 2.
And a leveling layer 25 is arranged on one side of the foundation layer 24, which is far away from the waterproof layer 23 of the floor slab. The leveling layer 25 is mainly composed of cement mortar, and the forming mode of the leveling layer 25 during prefabrication can be a coating mode or a self-leveling mode. The present embodiment is exemplified by a self-leveling manner. The leveling layer 25 is used for leveling one side of the prefabricated floor slab 2 away from the ground, and further facilitating laying of heat insulation structures such as a floor heating or heat insulation floor in a later period. An interface agent layer 26 can be additionally arranged between the leveling layer 25 and the base layer 24, the interface agent layer 26 is formed by coating a cement-based self-leveling interface agent, and the interface agent layer 26 is used for enhancing the connecting effect between the leveling layer 25 and the base layer 24.
Referring to fig. 1 and 4, both ends of prefabricated wall panel 1 in the horizontal direction are respectively provided with upper and lower ring ribs 15 and 16. Upside ring muscle 15 and downside ring muscle 16 all are the rectangle, and the one end of upside ring muscle 15 and downside ring muscle 16 is pre-buried in prefabricated wallboard 1's indoor layer 11. The upper side ring rib 15 and the lower side ring rib 16 are arranged along the horizontal direction, and the upper side ring rib 15 and the lower side ring rib 16 are arranged in a staggered mode. The upper side ring rib 15 and the lower side ring rib 16 of two adjacent prefabricated wall panel 1 junctions mutually support and enclose to close and form square frame. The cast-in-place upright post 3 is internally provided with longitudinal ribs 31, the longitudinal ribs 31 penetrate through the upper side annular rib 15 and the lower side annular rib 16, four longitudinal ribs 31 are arranged, and the four longitudinal ribs 31 are respectively arranged at the right angles of the square frame body. The longitudinal rib 31 is bound and fixed with the upper side annular rib 15 and the lower side annular rib 16. The upper side ring rib 15, the lower side ring rib 16 and the longitudinal rib 31 not only enhance the structural strength and the bearing strength of the cast-in-place upright post 3, but also enhance the connection effect between the prefabricated wall panel 1 and the cast-in-place upright post 3, thereby enhancing the overall stability of the house frame.
Referring to fig. 1 and 5, both ends of prefabricated wall panel 1 in the vertical direction are provided with front-side ring ribs 17. The front side ring rib 17 is rectangular, and one end of the front side ring rib 17 is embedded in the bearing layer 21 of the prefabricated wall panel 1. The outer edge of prefabricated floor 2 along the horizontal direction all is equipped with rear side girth 27, and rear side girth 27 is the rectangle, and the one end of rear side girth 27 is pre-buried in prefabricated floor 2. Front side ring muscle 17 and rear side ring muscle 27 all set up along vertical direction, and the front side ring muscle 17 and the rear side ring muscle 27 dislocation set of prefabricated wallboard 1 and prefabricated floor 2 junction and mutual butt and enclose and close and form the square framework. The cast-in-place carrier bar 4 is provided with transverse ribs 41, the transverse ribs 41 penetrate through the front side annular ribs 17 and the rear side annular ribs 27, the number of the transverse ribs 41 is four, and the four annular ribs are respectively arranged at the right angles of the frame body in the positive direction. The transverse rib 41 is bound and fixed with the front side ring rib 17 and the rear side ring rib 27. The front side ring rib 17, the rear side ring rib 27 and the transverse rib 41 not only enhance the structural strength and the bearing strength of the cast-in-place carrier beam 4, but also enhance the connection effect between the prefabricated wall panel 1 and the prefabricated floor slab 2, so that the overall stability of the house frame is further improved.
The end of prefabricated wall panel 1 far away from ground is equipped with grout hole 18 along vertical direction. Grout hole 18 is circular, grout hole 18 and front side ring muscle 17 dislocation set, and grout hole 18 sets up on prefabricated wallboard 1's indoor layer 11 to make front side ring muscle 17 more firm. When the cast-in-place carrier beam 4 is cast, concrete is firstly poured into the grouting holes 18, and the precast formwork of the cast-in-place carrier beam 4 can be filled after the grouting holes 18 are filled, so that the connecting effect between the cast-in-place carrier beam 4 and the precast wall panel 1 is enhanced, and the house frame is more stable.
The implementation principle of the building energy-saving house frame in the embodiment of the application is as follows: during construction, prefabricated wallboard 1 and prefabricated floor slab 2 are prefabricated and formed, then every two overlap joints of prefabricated wallboard 1 are being fixed through auxiliary supporting device. After the overlap joint, the mutual butt of upside ring muscle 15 and the downside ring muscle 16 of two adjacent prefabricated wallboard 1 junctions, then will indulge muscle 31 and wear to establish in upside ring muscle 15 and downside ring muscle 16 to will indulge muscle 31 and upside ring muscle 15 and 16 ligatures of downside ring muscle fixed. And then the cast-in-place upright post 3 is cast and formed by overlapping the cast-in-place template at the joint of two adjacent prefabricated wallboards 1. And then, overlapping the prefabricated floor slab 2 on the prefabricated wall panel 1, and fixing the prefabricated floor slab 2 through an auxiliary supporting device. The front side ring muscle 17 and the mutual butt of rear side ring muscle 27 of prefabricated floor 2 and prefabricated wallboard 1 junction, then wear to establish horizontal muscle 41 in front side ring muscle 17 and rear side ring muscle 27 to it is fixed with horizontal muscle 41 and front side ring muscle 17 and the ligature of rear side ring muscle 27. And then pouring the cast-in-place carrier beam 4 at the joint of the prefabricated floor slab 2 and the prefabricated wall slab 1, wherein when the cast-in-place carrier beam 4 is poured, the concrete of the cast-in-place carrier beam 4 fills the grouting hole 18.
The above embodiments are preferred embodiments of the present application, and the protection scope of the present application is not limited by the above embodiments, so: all equivalent changes made according to the structure, shape and principle of the present application shall be covered by the protection scope of the present application.
Claims (8)
1. The utility model provides a building energy-saving house frame which characterized in that: the prefabricated wall plate structure comprises prefabricated wall plates (1), prefabricated floor plates (2), cast-in-place columns (3) and cast-in-place bearing beams (4), wherein the prefabricated wall plates (1) are provided with four blocks and are enclosed to form a rectangular frame-shaped structure, the cast-in-place columns (3) are arranged at the joints of two adjacent prefabricated wall plates (1), the prefabricated floor plates (2) are arranged at the two ends of the prefabricated wall plates (1), and the cast-in-place bearing beams (4) are arranged at the joints of the prefabricated wall plates (1) and the prefabricated floor plates (2).
2. The building energy saving house frame of claim 1, wherein: prefabricated wallboard (1) are equipped with upside ring muscle (15) and downside ring muscle (16) respectively along the both ends of horizontal direction, upside ring muscle (15) and downside ring muscle (16) dislocation set, and the mutual butt of upside ring muscle (15) and downside ring muscle (16) of two adjacent prefabricated wallboard (1) junctions, cast-in-place stand (3) are equipped with and wear to establish vertical muscle (31) in upside ring muscle (15) and downside ring muscle (16).
3. The building energy saving house frame of claim 1, wherein: prefabricated wallboard (1) all is equipped with front side ring muscle (17) along the both ends of vertical direction, prefabricated floor (2) are along the outer edge of horizontal direction all is equipped with rear side ring muscle (27), and front side ring muscle (17) and rear side ring muscle (27) dislocation set and mutual butt of prefabricated wallboard (1) and prefabricated floor (2) junction, cast-in-place carrier bar (4) are equipped with and wear to establish horizontal muscle (41) in front side ring muscle (17) and rear side ring muscle (27).
4. The building energy saving house frame of claim 3, wherein: one end, far away from ground, of the prefabricated wall board (1) is provided with a grouting hole (18) along the vertical direction, and the grouting hole (18) and the front side ring rib (17) are arranged in a staggered mode.
5. The building energy saving house frame of claim 1, wherein: the outer edge of the prefabricated wall panel (1) in the vertical direction and the outer edge of the prefabricated floor slab (2) in the horizontal direction are rough surfaces.
6. The building energy saving house frame of claim 1, wherein: prefabricated wallboard (1) includes indoor inlayer (11), sandwich heat preservation (12), wallboard waterproof layer (13) and outdoor layer (14) that set gradually along thickness direction one side towards thickness direction opposite side.
7. The building energy saving house frame of claim 1, wherein: the prefabricated floor slab (2) comprises a bearing layer (21), a filling layer (22), a floor slab waterproof layer (23) and a foundation layer (24) which are sequentially arranged in the direction away from the ground.
8. The building energy saving house frame of claim 7, wherein: and a leveling layer (25) is arranged on one side of the foundation layer (24) far away from the waterproof layer (23) of the floor slab.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202120231289.3U CN214884589U (en) | 2021-01-27 | 2021-01-27 | Building energy-saving house frame |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202120231289.3U CN214884589U (en) | 2021-01-27 | 2021-01-27 | Building energy-saving house frame |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN214884589U true CN214884589U (en) | 2021-11-26 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202120231289.3U Active CN214884589U (en) | 2021-01-27 | 2021-01-27 | Building energy-saving house frame |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN214884589U (en) |
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2021
- 2021-01-27 CN CN202120231289.3U patent/CN214884589U/en active Active
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