CN212773058U - Energy-saving framework, energy-saving floor slab and energy-saving wall - Google Patents

Abstract

The utility model provides an energy-saving framework, an energy-saving floor slab and an energy-saving wall, which comprise a first wing plate, a second wing plate, a web plate and a pulling plate; the web plate is clamped between the first wing plate and the second wing plate and is perpendicular to the first wing plate, the first wing plate is parallel to the second wing plate, first folding edges are arranged at two ends of the first wing plate in the width direction and extend towards the second wing plate, second folding edges are arranged at two ends of the second wing plate in the width direction and extend towards the first wing plate; the web plate comprises a plurality of sub-plates, the sub-plates are arched, and the sub-plates are sequentially connected and arranged along the length direction of the first wing plate; the arm-tie has two, two the arm-tie set up respectively in the web both ends, every the arm-tie is equallyd divide and is do not connected with first pterygoid lamina and second pterygoid lamina. Through welding first pterygoid lamina, second pterygoid lamina, web and arm-tie integrative to set up the web into a plurality of arches, both guaranteed the structural strength of skeleton, still alleviateed the skeleton dead weight, still reduced steel consumption simultaneously.

Description

Energy-saving framework, energy-saving floor slab and energy-saving wall

Technical Field

The utility model relates to a building materials field, concretely relates to energy-conserving skeleton, energy-conserving floor and energy-conserving wall.

Background

The general building framework is clamped in a building (such as a heat insulation wall) and used for supporting and fixing other building materials (such as heat insulation plates). Due to the increasing call for building conservation-oriented society, providing novel walls and members thereof which save materials and meet functional requirements is a new subject of all manufacturers in the industry, and particularly, the market demand of energy-saving wall structures is huge.

The existing building framework is generally of a section steel or reinforced concrete structure, so that the weight is large, and the consumption of steel is also large.

SUMMERY OF THE UTILITY MODEL

To the defect among the prior art, the utility model provides a pair of energy-conserving skeleton, energy-conserving floor and energy-conserving wall has solved current building skeleton and has generally adopted shaped steel or reinforced concrete structure, and weight is big, and steel consumes also big technical problem.

In order to achieve the above purpose, the utility model discloses a following technical scheme realizes:

in a first aspect, the utility model provides an energy-saving framework, which comprises a first wing plate, a second wing plate, a web plate and a pulling plate; the web plate is clamped between the first wing plate and the second wing plate and is perpendicular to the first wing plate, the first wing plate is parallel to the second wing plate, first folding edges are arranged at two ends of the first wing plate in the width direction and extend towards the second wing plate, second folding edges are arranged at two ends of the second wing plate in the width direction and extend towards the first wing plate; the web plate comprises a plurality of sub-plates, the sub-plates are arched, and the sub-plates are sequentially connected and arranged along the length direction of the first wing plate; the arm-tie has two, two the arm-tie set up respectively in the web both ends, every the arm-tie is equallyd divide and is do not connected with first pterygoid lamina and second pterygoid lamina.

Optionally, the daughter board includes a first substrate, a second substrate, a third substrate, a fourth substrate, and a fifth substrate, which are connected in sequence, where the first substrate, the third substrate, and the fifth substrate are arranged in parallel, and the second substrate and the fourth substrate are arranged in an inclined manner.

Optionally, an included angle between the first substrate and the second substrate is 55 to 65 degrees, and the fourth substrate and the second substrate are symmetrically arranged with respect to the third substrate.

Optionally, two adjacent substrates are smoothly connected through an arc.

Optionally, at least two adjacent sub-boards are integrally provided.

Optionally, a first groove is formed in one surface, facing the web, of the first wing plate, and the first groove extends along the length direction of the first wing plate; the second wing panel is equipped with the second recess towards the web one side, the second recess extends along second wing panel length direction, just the second recess is relative with first recess position, the web respectively with first recess and second recess butt.

Optionally, there are two webs, the two webs are parallel to and abut against each other, and the two webs are centrosymmetric with respect to the abutting surface.

In a second aspect, the present invention provides an energy-saving floor slab, including any one of the above-mentioned energy-saving frameworks.

In a third aspect, the present invention provides an energy-saving wall, including any one of the above-mentioned energy-saving frameworks.

According to the above technical scheme, the beneficial effects of the utility model are that:

the utility model provides an energy-saving framework, which comprises a first wing plate, a second wing plate, a web plate and a pulling plate; the web plate is clamped between the first wing plate and the second wing plate and is perpendicular to the first wing plate, the first wing plate is parallel to the second wing plate, first folding edges are arranged at two ends of the first wing plate in the width direction and extend towards the second wing plate, second folding edges are arranged at two ends of the second wing plate in the width direction and extend towards the first wing plate; the web plate comprises a plurality of sub-plates, the sub-plates are arched, and the sub-plates are sequentially connected and arranged along the length direction of the first wing plate; the arm-tie has two, two the arm-tie set up respectively in the web both ends, every the arm-tie is equallyd divide and is do not connected with first pterygoid lamina and second pterygoid lamina. Through welding first pterygoid lamina, second pterygoid lamina, web and arm-tie integrative, through setting up the web into a plurality of arches, both guaranteed the structural strength of skeleton, still alleviateed the skeleton dead weight, still reduced steel consumption simultaneously.

Drawings

In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings used in the embodiments or the technical solutions in the prior art will be briefly described below. Throughout the drawings, like elements or portions are generally identified by like reference numerals. In the drawings, elements or portions are not necessarily drawn to scale.

FIG. 1 is a schematic perspective view of an energy-saving framework;

FIG. 2 is a cross-sectional view of an energy saving skeleton;

FIG. 3 is a schematic perspective view of another embodiment of an energy saving skeleton;

FIG. 4 is a schematic view of the installation of two webs;

FIG. 5 is a schematic view of an energy saving floor or wall;

reference numerals:

1-a first wing plate, 2-a second wing plate, 3-a web plate, 4-a pulling plate and 5-a panel;

11-a first folded edge, 12-a first groove, 21-a second folded edge, 22-a second groove and 31-a daughter board;

311-first substrate, 312-second substrate, 313-third substrate, 314-fourth substrate, 315-fifth substrate.

Detailed Description

Embodiments of the present invention will be described in detail below with reference to the accompanying drawings. The following examples are only for illustrating the technical solutions of the present invention more clearly, and therefore are only examples, and the protection scope of the present invention is not limited thereby.

It is to be noted that unless otherwise specified, technical or scientific terms used herein shall have the ordinary meaning as understood by those skilled in the art to which the present invention belongs.

Referring to fig. 1-2, the present invention provides an energy saving framework, which includes a first wing plate 1, a second wing plate 2, a web 3 and a pulling plate 4. First pterygoid lamina 1, second pterygoid lamina 2, web 3 and arm-tie 4 are formed by the coiled material cutting, and concretely available pressure cutting or laser cutting adopt laser welding shaping to first pterygoid lamina 1, second pterygoid lamina 2, web 3 and arm-tie 4. The thickness of the steel plate, the width of the wing plate and the height of the web are determined according to the support interval (span) and the load requirement of the upper part. Web 3 presss from both sides and locates between first pterygoid lamina 1 and the second pterygoid lamina 2, just web 3 sets up with first pterygoid lamina 1 is perpendicular, first pterygoid lamina 1 with second pterygoid lamina 2 is parallel, the both ends of 1 width direction of first pterygoid lamina are equipped with first hem 11, first hem 11 extends towards 2 directions of second pterygoid lamina, 2 width direction's of second pterygoid lamina both ends are equipped with second hem 21, second hem 21 extends towards 1 directions of first pterygoid lamina, through setting up the hem with add intensity. The web 3 includes a plurality of daughter boards 31, daughter board 31 is the arch, and is a plurality of daughter board 31 connects gradually the setting along 1 length direction of first pterygoid lamina. The sub-plate 31 is made into an arch shape, on one hand, the arch structure has excellent stress and force transmission effects; on the other hand, the cut leftover materials are recycled and then made into coiled materials again, so that the leftover materials can be reduced, and the purposes of saving materials and reducing cost are achieved. In particular, the web material may be stamped into an arch and then cut into webs to further reduce scrap. The arm-tie 4 has two, two the arm-tie 4 set up respectively in 3 both ends of web, every the arm-tie 4 is equallyd divide and is do not connected with first pterygoid lamina 1 and second pterygoid lamina 2, specifically is that arm-tie 4 and web 3, first pterygoid lamina 1 and second pterygoid lamina all weld, through setting up structural strength and the stability of arm-tie 4 in order to strengthen the skeleton both ends. Through welding first pterygoid lamina 1, second pterygoid lamina 2, web 3 and arm-tie 4 integrative, through setting up the web into a plurality of arches, both guaranteed the structural strength of skeleton, still alleviateed the skeleton dead weight, still reduced steel consumption simultaneously. Adopt the utility model provides an energy-conserving skeleton replaces current shaped steel or reinforced concrete skeleton texture, can reduce steel and concrete volume, has reduced the energy consumption of production steel and concrete, is favorable to promoting energy saving and emission reduction.

The utility model provides a skeleton texture can outwards disperse pressure downwards with the help of domes, so the load that the arch can bear is heavier. Therefore, the load strength of the sheet framework is enhanced, a large amount of steel is saved, the cost is reduced, and meanwhile, the effects of energy conservation and emission reduction advocated by the nation are achieved.

As a further improvement to the above scheme, referring to fig. 2-4, the sub-board 31 includes a first substrate 311, a second substrate 312, a third substrate 313, a fourth substrate 314, and a fifth substrate 315, which are connected in sequence, where the first substrate 311, the third substrate 313, and the fifth substrate 315 are arranged in parallel, and the second substrate 312 and the fourth substrate 314 are arranged in an inclined manner. Specifically, the first base plate 311 and the fifth base plate 315 are in contact with the second wing plate 2, the third base plate 313 is in contact with the first wing plate 1, and the second base plate 312 and the fourth base plate 314 are used for conducting load. Specifically, the included angle between the first substrate 311 and the second substrate 312 is 55 to 65 degrees, and the fourth substrate 314 and the second substrate 312 are symmetrically arranged relative to the third substrate 313. Preferably, two adjacent base plates are all smoothly connected through an arc, and the service life of the daughter board 31 is prolonged by adopting the arc connection.

As a further improvement to the above, at least two adjacent sub-boards 31 are integrally provided. In one embodiment, a continuous sub-sheet is formed from a single sheet of material that is stamped and/or cut. In another embodiment, when the length of the existing plate is shorter than that of the first wing plate, the plate is still punched and/or cut into a daughter board shape, and a plurality of sections of daughter boards are sequentially spliced to meet the production requirement, so that the production data is utilized to the maximum extent, and the waste of excess materials is reduced.

As a further improvement to the above solution, a first groove 12 is formed on one surface of the first wing plate 1 facing the web 3, and the first groove 12 extends along the length direction of the first wing plate 1; second wing 2 simultaneously is equipped with second recess 22 towards web 3, second recess 22 extends along 2 length direction of second wing, just second recess 22 is relative with first recess 12 position, web 3 respectively with first recess 12 and second recess 22 butt. The web 3 is embedded in the groove to facilitate positioning of the web 3 and welding. Specifically, the depth of the first groove 12 is not more than one fifth of the thickness of the first wing plate 1, that is, the first wing plate 1 is milled with a shallow groove on the inner surface.

As a further improvement to the above solution, please refer to fig. 3-4, there are two webs 3, the two webs 3 are parallel and abutted against each other, and the two webs 3 are symmetrical with respect to the center of the abutted surface. Namely, the two webs 3 are arranged in a staggered mode, the supporting force of the webs 3 to the first wing plate 1 and the second wing plate 2 is enhanced, and the structural strength of the framework is enhanced.

Based on the energy-saving framework provided in the above embodiment, the application further provides an energy-saving floor slab, and the energy-saving floor slab comprises any one of the energy-saving frameworks in the above embodiment. Specifically, referring to fig. 5, a plurality of energy-saving frameworks are horizontally placed and uniformly spaced, and panels are disposed on the surfaces of the first wing plate and the second wing plate to integrate all the energy-saving frameworks, and a gap between two adjacent energy-saving frameworks is filled with a heat-insulating material (such as foamed cement, asbestos, glass wool, etc.) to achieve the heat-insulating effect. The energy-saving floor slab has the advantages of small self weight, good heat preservation and insulation effect, small construction difficulty and the like compared with the traditional floor slab. Therefore, the use cost for cooling or heat preservation can be reduced in the use process of the back house, and meanwhile, due to the fact that the energy-saving framework is adopted by the floor slab, the use amount of steel and concrete is reduced, and the purposes of energy conservation and emission reduction are achieved.

Based on the energy-saving framework provided in the above embodiment, the application further provides an energy-saving wall, and the energy-saving wall comprises any one of the energy-saving frameworks in the above embodiments. Specifically, a plurality of energy-saving frameworks are vertically and uniformly arranged at intervals, heat-insulating materials are filled between every two adjacent energy-saving frameworks, plates (an Europa, a calcium silicate plate, a gypsum board and the like can also be directly arranged on an inner wall to form an integrated wallboard) are arranged on the surfaces of a first wing plate and a second wing plate of each energy-saving framework, the Europa plates are recommended to be used for sealing, and stones can be directly hung in a dry mode to form the wall. Therefore, the use cost for cooling or heat preservation can be reduced in the use process of the back house, and meanwhile, due to the adoption of the energy-saving framework, the use amount of steel and concrete is reduced, and the purposes of energy conservation and emission reduction are achieved.

The factory production can be realized manually, the labor input is reduced, and the safety risk of outdoor operation is reduced; the mass can be realized, the accuracy of the geometric dimension is highly controllable, and the quality is comprehensively improved; because the finished product is quickly installed on site, the construction period is shortened in time, the construction cost is effectively reduced, and the national strategy of energy conservation and emission reduction advocated by the nation is achieved.

Finally, it should be noted that: the above embodiments are only used to illustrate the technical solution of the present invention, and not to limit the same; although the present invention has been described in detail with reference to the foregoing embodiments, it should be understood by those skilled in the art that: the technical solutions described in the foregoing embodiments may still be modified, or some or all of the technical features may be equivalently replaced; such modifications and substitutions do not substantially depart from the scope of the embodiments of the present invention, and are intended to be covered by the claims and the specification.

Claims (9)

1. An energy-saving framework is characterized in that: comprises a first wing plate (1), a second wing plate (2), a web plate (3) and a pulling plate (4); the web (3) is clamped between the first wing plate (1) and the second wing plate (2), the web (3) is perpendicular to the first wing plate (1), the first wing plate (1) is parallel to the second wing plate (2), first folding edges (11) are arranged at two ends of the first wing plate (1) in the width direction, the first folding edges (11) extend towards the second wing plate (2), second folding edges are arranged at two ends of the second wing plate (2) in the width direction, and the second folding edges (21) extend towards the first wing plate (1); the web plate (3) comprises a plurality of sub-plates (31), the sub-plates (31) are arched, and the sub-plates (31) are sequentially connected and arranged along the length direction of the first wing plate (1); the arm-tie (4) have two, two arm-tie (4) set up respectively in web (3) both ends, every arm-tie (4) are equallyd divide and are do not connected with first pterygoid lamina (1) and second pterygoid lamina (2).

2. An energy saving skeleton according to claim 1, characterized in that: the daughter board (31) comprises a first substrate (311), a second substrate (312), a third substrate (313), a fourth substrate (314) and a fifth substrate (315) which are sequentially connected, the first substrate (311), the third substrate (313) and the fifth substrate (315) are arranged in parallel, and the second substrate (312) and the fourth substrate (314) are obliquely arranged.

3. An energy saving skeleton according to claim 2, characterized in that: the included angle between the first substrate (311) and the second substrate (312) is 55-65 degrees, and the fourth substrate (314) and the second substrate (312) are symmetrically arranged relative to the third substrate (313).

4. An energy saving skeleton according to claim 3, characterized in that: two adjacent substrates are smoothly connected through an arc.

5. An energy saving skeleton according to any one of claims 1-4, characterized in that: at least two adjacent sub-boards (31) are integrally arranged.

6. An energy saving skeleton according to claim 5, characterized in that: one surface of the first wing plate (1) facing the web plate (3) is provided with a first groove (12), and the first groove (12) extends along the length direction of the first wing plate (1); second pterygoid lamina (2) are equipped with second recess (22) towards web (3) one side, second pterygoid lamina (2) length direction extension is followed in second recess (22), just second recess (22) are relative with first recess (12) position, web (3) respectively with first recess (12) and second recess (22) butt.

7. An energy saving skeleton according to claim 6, characterized in that: the web plates (3) are two, the two web plates (3) are parallel to each other and are abutted, and the two web plates (3) are centrosymmetric relative to the abutted surfaces.

8. An energy-saving floor slab, which is characterized in that: comprising an energy saving skeleton as claimed in any one of claims 1-7.

9. An energy-saving wall is characterized in that: comprising an energy saving skeleton as claimed in any one of claims 1-7.

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