CN212715468U

CN212715468U - Building mould, wall body and house

Info

Publication number: CN212715468U
Application number: CN202021060173.XU
Authority: CN
Inventors: 王海龙; 赵博; 于长亮; 李立群; 王晓东; 边宁
Original assignee: Shen Kan Qinhuangdao General Engineering Design and Research Institute Corp of MCC
Current assignee: Shen Kan Qinhuangdao General Engineering Design and Research Institute Corp of MCC
Priority date: 2020-06-10
Filing date: 2020-06-10
Publication date: 2021-03-16
Anticipated expiration: 2030-06-10

Abstract

The utility model discloses a building mould, wall body and house belongs to building technical field. Building a mould, wherein the mould comprises a first panel, a second panel and two third panels, the first panel, the second panel and the two third panels form a frame body in an enclosing manner, and a through hole assembly along the height direction of the first panel is formed; the first panel and the second panel are oppositely arranged and have the same height; the two third panels are arranged oppositely, the height of the third panel is smaller than that of the first panel, and a through groove along the width direction of the first panel is formed between the first panel and the second panel; the through hole assembly is communicated with the through groove. The wall body comprises the building mould, metal supporting rods arranged between the building mould and concrete. The house includes the wall body. The utility model provides a build a mould can be to a great extent save manufacturing cost, resources are saved.

Description

Building mould, wall body and house

Technical Field

The utility model relates to a building technical field especially relates to a building mould, wall body and house.

Background

With the development of house construction wall materials and construction processes in China, the energy consumption of wall production and building heating accounts for more than 15% of the total national energy consumption, the problems of energy conservation, environmental protection and the like of residential buildings are more and more emphasized by relevant departments, and relevant measures are continuously taken, so that the innovation from the issuance and implementation of policies of forbidding solid clay bricks to the heating charging system of cities and towns is irrelevant.

However, the existing building forms have the problem of resource waste.

SUMMERY OF THE UTILITY MODEL

An object of the utility model is to overcome prior art's defect, provide a building mould, wall body and house to the realization saves the effect of resource.

In order to solve the above problem, the utility model provides a:

a building mould comprises a first panel, a second panel and two third panels, wherein the first panel, the second panel and the two third panels form a frame body in a surrounding mode, and a through hole assembly in the height direction of the first panel is formed;

the first panel and the second panel are oppositely arranged, and the heights of the first panel and the second panel are the same;

the two third panels are arranged oppositely, the height of the third panel is smaller than that of the first panel, and a through groove along the width direction of the first panel is formed between the first panel and the second panel;

the through hole assembly is communicated with the through groove.

Furthermore, at least one reinforcing plate is arranged in the through hole assembly, and the reinforcing plate is parallel to the third panel; and, the reinforcing plate equally divides the through-hole assembly into at least two sub-through holes.

Further, the thickness of the reinforcing plate is greater than twice the thickness of the third panel.

Furthermore, the thickness of the reinforcing plate is 3-5 mm larger than that of the third panel which is twice as thick.

Further, the building formwork is made of EPS heat insulation slurry.

Further, the thickness of the second panel is greater than or equal to that of the first panel.

In addition, the utility model also provides a wall body, which comprises a plurality of the building molds;

the plurality of the building molds are arranged in an array on a vertical plane; in the vertical direction, the through hole assemblies of the adjacent building molds are communicated and arranged to form a first channel;

and in the horizontal direction, the through grooves adjacent to the building molds are communicated and arranged to form a second channel.

Furthermore, metal support rods are arranged in the first channel and the second channel; the metal supporting rods positioned in the first channel and the metal supporting rods positioned in the second channel are arranged in a crossed mode to form a grid structure.

Further, concrete is poured in the first channel and the second channel.

Furthermore, the utility model also provides a house, include the wall body.

The utility model has the advantages that: the utility model provides a building mould, which comprises a first panel and a second panel which are oppositely arranged, and two third panels which are oppositely arranged; the first panel, the second panel and the two third panels are enclosed into a frame body, wherein a through hole and a through groove are formed in a crossed communication mode. Therefore, the building mould is of a hollow structure, the consumption of raw materials can be reduced, and the effect of saving resources is achieved.

Drawings

In order to more clearly illustrate the technical solutions of the embodiments of the present invention, the drawings that are required to be used in the embodiments will be briefly described below, it should be understood that the following drawings only illustrate some embodiments of the present invention, and therefore should not be considered as limiting the scope, and for those skilled in the art, other related drawings can be obtained according to the drawings without inventive efforts.

Fig. 1 shows a schematic structural view of a masonry in some embodiments of the present invention;

fig. 2 shows a schematic top view of a building form according to some embodiments of the present invention;

fig. 3 shows a schematic side view of a building form according to some embodiments of the present invention;

fig. 4 shows a schematic cross-sectional structure of a masonry in some embodiments of the present invention;

fig. 5 shows a schematic structural view of a wall according to some embodiments of the present invention;

fig. 6 illustrates a schematic structural view of a grid structure in some embodiments of the present invention;

fig. 7 shows a schematic cross-sectional structure diagram of an external wall internal corner masonry wall body in the y direction in the embodiment of the invention;

fig. 8 shows a schematic cross-sectional structure diagram of an external wall external corner masonry wall in the y direction in the embodiment of the invention;

fig. 9 shows a schematic cross-sectional structure view of an outer wall in the z direction according to an embodiment of the present invention;

fig. 10 shows a schematic cross-sectional structure diagram of an inner wall in the z direction according to an embodiment of the present invention.

Description of the main element symbols:

10-building a mould; 11-a first panel; 12-a second panel; 13-a third panel; 14-a reinforcing plate; 15-through groove; 16-a via assembly; 16 a-a first sub-via; 16 b-a second sub-via;

20-metal support rods; 30-a first channel; 40-a second channel; 50-building a template; 60-a floor slab; 70-ring beam; 80-a packed column;

100-an exterior wall portion; 200-interior wall section.

Detailed Description

Reference will now be made in detail to embodiments of the present invention, examples of which are illustrated in the accompanying drawings, wherein like reference numerals refer to the same or similar elements or elements having the same or similar function throughout. The embodiments described below with reference to the drawings are exemplary only for the purpose of explaining the present invention, and should not be construed as limiting the present invention.

In the description of the present invention, it is to be understood that the terms "center", "longitudinal", "lateral", "length", "width", "thickness", "upper", "lower", "front", "rear", "left", "right", "vertical", "horizontal", "top", "bottom", "inner", "outer", "clockwise", "counterclockwise", "axial", "radial", "circumferential", and the like, indicate the orientation or positional relationship based on the orientation or positional relationship shown in the drawings, and are only for convenience of description and simplicity of description, and do not indicate or imply that the device or element referred to must have a particular orientation, be constructed and operated in a particular orientation, and therefore, should not be construed as limiting the present invention.

Furthermore, the terms "first", "second" and "first" are used for descriptive purposes only and are not to be construed as indicating or implying relative importance or implicitly indicating the number of technical features indicated. Thus, a feature defined as "first" or "second" may explicitly or implicitly include one or more of that feature. In the description of the present invention, "a plurality" means two or more unless specifically limited otherwise.

In the present invention, unless otherwise expressly stated or limited, the terms "mounted," "connected," and "fixed" are to be construed broadly and may, for example, be fixedly connected, detachably connected, or integrally formed; can be mechanically or electrically connected; either directly or indirectly through intervening media, either internally or in any other relationship. The specific meaning of the above terms in the present invention can be understood according to specific situations by those skilled in the art.

In the present application, unless expressly stated or limited otherwise, the first feature may be directly on or directly under the second feature or indirectly via intermediate members. Also, a first feature "on," "over," and "above" a second feature may be directly or diagonally above the second feature, or may simply indicate that the first feature is at a higher level than the second feature. A first feature being "under," "below," and "beneath" a second feature may be directly under or obliquely under the first feature, or may simply mean that the first feature is at a lesser elevation than the second feature.

Example one

The embodiment provides a building form 10 which can be used for building walls of a house so as to form a basic framework of the house.

As shown in fig. 1 to 3, in the embodiment, the masonry 10 includes a first panel 11, a second panel 12 and two third panels 13. The first panel 11, the second panel 12 and the two third panels 13 enclose a frame structure, which is embodied as a rectangular tube, so as to form a through hole assembly 16 along the height direction of the first panel 11, i.e. the through hole assembly 16 extends along the z direction shown in fig. 1.

Wherein, the first panel 11 and the second panel 12 are oppositely arranged; and the height of the first panel 11 and the height of the second panel 12 are equal. The two third panels 13 are oppositely arranged, and the heights of the two third panels 13 are equal.

The height of the third panel 13 is smaller than the height of the first panel 11, so that a through groove 15 is formed between the first panel 11 and the second panel 12, and the through groove 15 extends in the width direction of the first panel 11, that is, the through groove 15 extends in the y direction shown in fig. 1.

In the embodiment, the through hole assembly 16 and the through groove 15 are arranged in a crossed manner, and a T-shaped structure is formed. And, the through-hole assembly 16 and the through-groove 15 are disposed in communication.

In use, the masonry 10 provided in the embodiments may be laid as a wall, so that the masonry 10 is arranged in an array on a vertical plane. Specifically, through grooves 15 in two transversely adjacent building molds 10 are communicated; the through hole assemblies 16 in two longitudinally adjacent bricklaying molds 10 are arranged in a communicated manner. Thereby, a through channel is formed in the lateral direction of the wall body, and a through channel is also formed in the longitudinal direction of the wall body. In the subsequent construction, the metal support rods 20 may be laid in the corresponding channels to form a grid structure. And then, pouring concrete for filling so as to form a complete wall structure. The wall structure built by the method has the advantages that the metal grid structure is formed in the wall, concrete is poured, the wall strength can be effectively enhanced, and the earthquake resistance strength is improved.

Therefore, the masonry 10 provided by the embodiment has a hollow structure, so that the production of the masonry 10 can save resources to a great extent. Meanwhile, when the wall body is built at the later stage, the structure of the wall body is more stable, and the anti-seismic strength is higher.

Example two

On the basis of the first embodiment, further, the building mold 10 may be made of EPS thermal insulation slurry (Expanded Polystyrene foam), so that the building mold 10 has a good thermal insulation effect, and the thermal insulation layer of the wall body is directly formed by the building mold 10. Meanwhile, the masonry 10 also has the characteristics of small water absorption, high mechanical strength, light weight and the like. In production, the first panel 11, the second panel 12 and the third panel 13 can be directly and integrally injection-molded.

In the embodiment shown in fig. 1, 2 and 4, a reinforcing plate 14 is disposed in the through hole assembly 16, and the reinforcing plate 14 is disposed parallel to the third panel 13. The reinforcing plate 14 is arranged to enhance the overall supporting strength of the masonry 10. Meanwhile, the reinforcing plate 14 equally divides the through-hole assembly 16 into two sub through-holes, i.e., a first sub through-hole 16a and a second sub through-hole 16 b. The first sub through hole 16a and the second sub through hole 16b are both communicated with the through groove 15.

In other embodiments, other numbers of stiffeners 14, such as two, three, etc., may be provided within the through-hole assembly 16. Accordingly, the stiffener 14 divides the via assembly equally into a corresponding number of three, four, etc. other numbers of sub-vias.

The width of the reinforcing plate 14 is greater than twice the width of the third panel 13. Specifically, the thickness of the reinforcing plate 14 is 3 to 5mm greater than twice the thickness of the third panel 13. In the construction process, the cutting seam between two adjacent building molds 10 in the horizontal direction can be correspondingly set to be 3-5 mm; therefore, the reinforcing plate 14 of the previous row of one laying mold 10 is arranged corresponding to the third panel 13 of the next two adjacent rows of laying molds 10, the first sub through hole 16a of the previous row of one laying mold 10 is arranged corresponding to the second sub through hole 16b of the next row of laying mold 10, and the second sub through hole 16b of the previous row of one laying mold 10 is arranged corresponding to the first sub through hole 16a of the next row of another laying mold 10.

In the embodiment, the cutting seam is set to be 3-5 mm, the thermal bridge influence caused by the excessive thickness of the cutting seam is avoided, and meanwhile, dust can be prevented from gathering at the cutting seam on the wall body.

In the embodiment, the thickness of the reinforcing plate 14 and the thickness of the third panel 13 can be set according to actual needs.

In some embodiments, the thickness of the second panel 12 is greater than the thickness of the first panel 11. Because the wall body is divided into an inner wall and an outer wall, wherein one side of the outer wall is close to the outdoor, the second panel 12 can be arranged close to the outdoor side in the construction, and therefore the heat insulation effect of the wall body can be effectively improved.

In other embodiments, the second panel 12 and the first panel 11 are of equal thickness. Since the second panel 12 and the first panel 11 are located indoors in the interior wall, the desired insulation effect is the same. Thus, the thicknesses of the first panel 11 and the second panel 12 can be set to be the same.

In the embodiment, the thicknesses of the first panel 11 and the second panel 12 are not particularly limited, and may be set according to the temperature requirement of the construction site.

The following exemplifies some of the masonry production specifications and the performance of the corresponding masonry 10.

Table 1 shows the specifications of common building forms.

The reduced thickness of the EPS heat-preservation slurry refers to the sum of the thicknesses of the first panel 11 and the second panel 12. The concrete reduced thickness refers to the dimension of the via assembly 16 in the x-direction.

Table 2, main physical properties of the masonry.

Serial number	Item	Index (I)	Examples of the invention
				1	Dry density (kg/m)³)	350	350
2	Bulk density (kg/m)³)	410	400～200
				3	Compressive strength (Mpa)	≥0.6	0.81
4	Breaking strength (Mpa)	≥0.4	0.56
				5	Coefficient of thermal conductivity (W/m k)	≤0.083	0.071
6	Coefficient of heat storage (w/m)²*k)	≥1.8	1.87
				7	Natural water content (%)	≤5	4.7
8	Water absorption (%)	≤28	25.8
				9	Coefficient of softening	≥0.7	0.81
10	Freeze-thaw resistance	Not less than 25 times	26～30

In summary, the present embodiment provides the building mold 10 meeting the building material requirement standard. Meanwhile, the building mould 10 provided in the embodiment can reduce the production cost, save energy, and has good heat preservation and other effects.

EXAMPLE III

In the embodiment shown in fig. 5, there is provided a wall body comprising a plurality of the bricklayed forms 10 described above. A plurality of moulds 10 are arranged in array on vertical plane, and it is fixed to bond through the mortar between the adjacent moulds 10. Wherein, along the vertical direction (z-axis direction), the through hole assemblies 16 of the adjacent masonry molds 10 are communicated and form a first channel 30. In the horizontal direction (y-axis direction), the through grooves 15 of adjacent masonry molds 10 are arranged in communication and form the second passages 40.

Specifically, in the z-axis direction, two adjacent rows of the bricklaying forms 10 are staggered, that is, one bricklaying form 10 in the previous row corresponds to two bricklaying forms 10 in the next adjacent row. The first sub through hole 16a in the previous row of the first building mould 10 is correspondingly communicated with the second sub through hole 16b in the next row of the first building mould 10 to form a first passage 30. The second sub through hole 16b in the previous row of the bricklaying forms 10 is correspondingly communicated with the first sub through hole 16a in the next row of the other adjacent bricklaying forms 10 to form another first passage 30.

In the embodiment shown in fig. 5 and 6, the first channel 30 is provided with a metal support bar 20 extending in the z-direction. The second channel 40 is internally provided with a metal support bar 20 extending in the y-direction. Therefore, the metal support rods 20 in the first channel 30 and the metal support rods 20 in the second channel 40 are arranged in a crossed manner and can be connected and fixed through metal wires, so that a grid structure is formed in the wall structure. In one embodiment, the metal support rod 20 may be a steel bar.

In the embodiment, the first channel 30 and the second channel 40 are filled with concrete (not shown).

In construction, the masonry 10 is now built into a wall foundation frame. Subsequently, the metal support rods 20 are arranged in the first and

second passages

30 and 40 in the wall body, and the metal support rods 20 are fixed. Finally, concrete is poured into the first and

second channels

30, 40 for filling. And then, after the concrete is solidified, the subsequent construction operation can be carried out.

The following description is presented in connection with some specific construction scenarios.

Fig. 7 is a schematic cross-sectional structure view of an external wall internal corner masonry wall in the y direction. The external wall internal corner masonry wall comprises an external wall part 100 and an internal wall part 200. In the exterior wall portion 100, the second panel 12 of the masonry 10 has a thickness greater than that of the first panel 11. In the interior wall part 200, the first panel 11 and the second panel 12 of the masonry 10 are the same in thickness.

A combination post 80 is provided at the intersection of the inner wall portion 200 and the outer wall portion 100. The combined column 80 is enclosed by the end surfaces of the inner wall part 200 and the outer wall part 100, and a gap on one side is blocked by the building template 50, so that a tubular structure with a central hole in the interior is formed; and then sequentially laying the metal support tube 20 and pouring concrete. The building formwork 50 is of a plate-shaped structure, the building formwork 50 is made of the same material as the building formwork 10, and the thickness of the building formwork 50 is the same as that of the first panel 11. The metal support rods 20 in the combined column 80 are fixedly connected with the metal support rods 20 in the outer wall part 100 and the inner wall part 200 to form a grid structure together, so that the wall structure is more stable.

Fig. 8 is a schematic cross-sectional structure view of an external wall external corner masonry wall in the y direction. The exterior wall external corner masonry wall includes an exterior wall portion 100. Wherein the second panel 12 of the masonry 10 is smaller than the thickness of the first panel 11.

A combination post 80 is also provided at a corner portion of the outer wall part 100. The cross section of the masonry panel 50 is L-shaped, and the thickness of the masonry panel 50 is equal to the thickness of the second panel 12.

Fig. 9 is a schematic cross-sectional view of an exterior wall in the z-direction. Wherein the thickness of the second panel 12 in the masonry 10 is larger than that of the first panel 11. And ring beams 70 are arranged on the outer wall body at the positions corresponding to the ground floor and the supporting layer of the multi-storey building. The ring beam 70 is connected with a supporting structure such as a floor slab 60, and a cement cushion layer and a ceramic tile device layer can be sequentially laid on the supporting layer in later decoration.

Of course, in other embodiments, the decorative layer may also be a wood floor, marble, or the like.

Fig. 10 is a schematic cross-sectional view of an interior wall in the z-direction. Wherein, the first panel 11 and the second panel 12 of the masonry mould 10 have the same thickness. And ring beams 70 are arranged on the outer wall body at the positions corresponding to the ground floor and the supporting layer of the multi-storey building. The ring beam 70 is connected with a supporting structure such as a floor slab 60, and a cement cushion layer and a ceramic tile device layer can be sequentially laid on the supporting layer in later decoration.

Hereinafter, the results of performance tests of some wall bodies constructed by the masonry mold 10 are exemplified.

And 3, a technical performance table of the cast-in-place wall body of the building mould.

Table 4, a performance comparison table of the novel wall body constructed by the masonry form 10 and the conventional wall body.

To sum up, the utility model provides a wall structure had both satisfied the requirement of atress, had again that the heat-proof quality is good, give sound insulation effectual, the quality is light, characteristics such as reduce cost, and this wall body can be used to nine layers of houses in octave shockproof district. Meanwhile, the wall body adopts a formwork heat-preservation integrated non-dismantling formwork system, and construction is simple and convenient.

Example four

The embodiment also provides a house which comprises the wall.

In the description herein, references to the description of the term "one embodiment," "some embodiments," "an example," "a specific example," or "some examples," etc., mean that a particular feature, structure, material, or characteristic described in connection with the embodiment or example is included in at least one embodiment or example of the invention. In this specification, the schematic representations of the terms used above are not necessarily intended to refer to the same embodiment or example. Furthermore, the particular features, structures, materials, or characteristics described may be combined in any suitable manner in any one or more embodiments or examples. Furthermore, various embodiments or examples and features of different embodiments or examples described in this specification can be combined and combined by one skilled in the art without contradiction.

Although embodiments of the present invention have been shown and described, it is understood that the above embodiments are exemplary and should not be construed as limiting the present invention, and that variations, modifications, substitutions and alterations can be made to the above embodiments by those of ordinary skill in the art without departing from the scope of the present invention.

Claims

1. A building mould is characterized by comprising a first panel, a second panel and two third panels, wherein the first panel, the second panel and the two third panels form a frame body in a surrounding mode, and a through hole assembly in the height direction of the first panel is formed;

the through hole assembly is communicated with the through groove.

2. The masonry formwork according to claim 1, wherein at least one reinforcement plate is disposed within the through hole assembly, the reinforcement plate being disposed parallel to the third panel; and, the reinforcing plate equally divides the through-hole assembly into at least two sub-through holes.

3. The masonry according to claim 2, wherein the reinforcement plate has a thickness greater than twice the thickness of the third panel.

4. The masonry formwork according to claim 3, wherein the thickness of the reinforcing plate is 3-5 mm greater than twice the thickness of the third panel.

5. The masonry according to claim 1, wherein the masonry is made of EPS insulation mortar.

6. The masonry formwork according to any one of claims 1 to 5, wherein the thickness of the second panel is equal to or greater than the thickness of the first panel.

7. A wall comprising a plurality of masonry units according to any one of claims 1 to 6;

8. The wall body according to claim 7, wherein a metal support rod is arranged in each of the first channel and the second channel; the metal supporting rods positioned in the first channel and the metal supporting rods positioned in the second channel are arranged in a crossed mode to form a grid structure.

9. The wall of claim 8, wherein concrete is cast in both the first channel and the second channel.

10. A house comprising a wall as claimed in any one of claims 7 to 9.