CN210002617U - partial anti-side assembled infilled wall frame structure - Google Patents

Abstract

The utility model discloses an kind of partial anti side assembled infilled wall frame structure, including the concatenation wallboard, the concatenation wallboard is formed by 2 infilled wall concatenations, the infilled wall includes the insulation board layer, the inside and outside both sides of insulation board layer are equipped with the concrete sheet layer respectively, insulation board layer front end is equipped with and pours the groove, the rear end of insulation board layer is equipped with the second and pours the groove, insulation board layer upper end is equipped with the third and pours the groove, 2 the second of infilled wall body pours the groove butt joint and forms support column pouring mould shell, between arbitrary two adjacent concatenation wallboards pours the groove butt joint and forms second support column pouring mould shell, the third on each concatenation wallboard is pour the groove butt joint and is formed square support beam pouring mould shell, can solve current prefabricated external wallboard that materializes needs on-site formwork demolition, extravagant material, the construction progress is slow.

Description

partial anti-side assembled infilled wall frame structure

Technical Field

The present application relates to the field of prefabricated construction, and more particularly to partially side-resistant prefabricated infill wall frame structures.

Background

At present, the sizes of two layers of plates outside most prefabricated walls and a middle heat-insulating layer on the market are parallel and level, so that a template of a cast-in-place hollow column needs to be independently built and removed, and the assembling process is complicated.

SUMMERY OF THE UTILITY MODEL

The utility model aims to solve the technical problems that partial anti-side assembled filler wall frame structures are provided to solve the problems that the prior prefabricated integrated prefabricated external wall panel needs on-site formwork support and form removal, wastes materials, is slow in construction progress, has high cost and the like.

In order to solve the technical problem, the technical scheme adopted by the utility model is that kinds of partial anti side assembled infilled wall frame structure, including the concatenation wallboard, the concatenation wallboard is formed by 2 infilled wall body concatenations, the infilled wall body includes the insulation board layer, the inside and outside both sides of insulation board layer are equipped with the concrete slab layer respectively, insulation board layer and its inside and outside both sides connect through setting up the steel wire framework between the concrete slab layer, the front end of the inside and outside both sides concrete slab layer of insulation board layer is relative the insulation board layer stretches out to the outside and forms second pouring groove, the length that the concrete slab layer front end in the outside of insulation board layer stretches out to the outside is greater than the length that inboard concrete slab front end stretches out to the outside, the rear end of the inside and outside both sides concrete slab layer of insulation board layer is relative the insulation board layer stretches out to the outside and forms second pouring groove, the length that the concrete slab layer rear end in the outside of insulation board layer stretches out and the length that the inboard concrete slab rear end stretches out equals that the inside concrete slab layer rear end stretches out, the upper end of the inside and outside both sides concrete slab layer of insulation board layer is relative the abutting joint the form the butt joint formwork and forms the butt joint of the adjacent two side wall body butt joint supporting column 632 of the adjacent pouring wall body of pouring formwork and forms the butt joint supporting column of the upright wall body and forms the butt joint of the square formwork and forms the butt joint of the upright wall body and forms the upright wall body and connects the upright wall body and seals the upright wall slab layer and forms the upright wall body and.

, the insulation board layer is a cement-based insulation layer.

improved mode, a hoisting embedded part is installed in the filling wall body.

As modified mode, the thickness of inboard concrete slab layer and outside concrete slab layer is 30mm, the heated board layer thickness is 140mm, outside concrete slab layer front end is relative the outside length that stretches out of heated board layer is 370mm, inboard concrete slab layer front end is relative the outside length that stretches out of heated board layer is 200mm, outside concrete slab layer with the rear end of inboard concrete slab layer is relative the outside length that stretches out of heated board layer is 170mm, outside concrete slab layer with the upper end of inboard concrete slab layer is relative the upwards length that stretches out of heated board layer is 340 mm.

As improvement, the surfaces of the concrete slabs on the inner and outer sides are sprayed with dust or furring tiles.

As an improvement of , the inner concrete slab layer and the outer concrete slab layer are fine-stone concrete slabs, and the fine-stone concrete slabs comprise fine stones with the granularity ranging from 5mm to 10 mm.

As improved modes, window holes are formed in the filling wall body.

, the edges of the front end of the concrete slab are each provided with a chamfer.

The technical effect obtained by adopting the technical scheme is as follows:

the application has the following beneficial effects:

1. the formwork with the beam column is utilized by the prefabricated spliced wallboard, sections of the two outside boards extend out to be used as beam column formworks, and under the condition that the material consumption is not increased, the process of independently carrying out formwork erection and formwork removal on site is omitted, the working efficiency is improved, and the cost is reduced.

2. The prefabricated wall body is formed by times of pouring in a factory, multiple pouring and installation are not needed, the integrity is good, and the strength is high.

Because the heat preservation sheet layer is cement base heat preservation, light cement base heat preservation mortar low price, green, the design theory of this application prefabricated wall body has saved preparation process and cost, and economic nature is good. The light cement-based thermal insulation mortar in the middle of the spliced wallboard is light in weight, low in thermal conductivity coefficient and good in thermal insulation effect, is an inorganic substance and has extremely high fire resistance.

The surface of the concrete slab layer on the inner side and the outer side is sprayed with ash or furring bricks, so that the wall surface is more attractive.

Drawings

FIG. 1 is a perspective view of a partially anti-side assembled infill wall frame;

FIG. 2 is a top view of a partially anti-side fabricated infill wall frame;

in the figure, 1-filling wall body, 11-insulation board layer, 12-outer concrete board layer, 13-inner concrete board layer, 21- th casting groove, 22-second casting groove and 23-third casting groove.

Detailed Description

As shown in fig. 1 and 2, partial anti-lateral assembly type infilled wall frame structures comprise spliced wall boards, each spliced wall board is formed by splicing 2 infilled walls 1, each infilled wall 1 comprises an insulation board layer 11, outer concrete board layers 12 are respectively arranged on the inner side and the outer side of each insulation board layer 11, each insulation board layer 11 is connected with the outer concrete board layers 12 on the inner side and the outer side through a steel wire framework, each inner concrete board layer 12 and each outer concrete board layer 12 are fine stone outer concrete board layers 12, the size range of the particle size of fine stones contained in each fine stone outer concrete board layer 12 is 5mm-10mm, the front ends of the inner concrete board layers 12 on the inner side and the outer side of each insulation board layer 11 extend outwards to form a pouring groove 21 relative to each insulation board layer 11, the length of the front end of each outer concrete board layer 12 on the outer side of each insulation board layer 11 extending outwards is greater than the length of the front end of each inner concrete board layer 12 extending outwards, the rear ends of the inner concrete board layers 12 on the outer side and the outer side of each insulation board layers 11 extend outwards to form a second pouring groove 22 relative to the outer side, the rear ends of each insulation board layer 12 extend outwards to form an equal angle with the length of the upper end of the corresponding to the upper end of each insulation board 12, and the upper end of each insulation board 12 extending upwards to form an upper side.

As shown in fig. 1 and fig. 2, the rear ends of 2 infilled walls 1 are butted to form a spliced wall panel, the second pouring grooves 22 of 2 infilled walls 1 are butted to form an th supporting pillar pouring formwork, 4 spliced wall panels are surrounded to form a square frame body, the th pouring grooves 21 between any two adjacent infilled walls 1 are butted to form a right-angle second supporting pillar pouring formwork, and the third pouring grooves 23 on each spliced wall panel are butted to form a square supporting beam pouring formwork.

Fig. 1 and 2 show that the side-resisting fabricated infill wall frame structure of the present application is only preferred embodiments, in this embodiment, the thicknesses of the inner concrete slab 12 and the outer concrete slab 12 are both 30mm, the thickness of the insulation slab 11 is 140mm, the length of the front end of the outer concrete slab 12 protruding outwards relative to the insulation slab 11 is 370mm, the length of the front end of the inner concrete slab 12 protruding outwards relative to the insulation slab 11 is 200mm, the lengths of the rear ends of the outer concrete slab 12 and the inner concrete slab 12 protruding outwards relative to the insulation slab 11 are both 170mm, and the lengths of the upper ends of the outer concrete slab 12 and the inner concrete slab 12 protruding upwards relative to the insulation slab 11 are both 340 mm.

The wall filling body 1 is internally provided with a hoisting embedded part, the surfaces of the concrete slab layers 12 at the inner side and the outer side are sprayed with ash or furring bricks, so that the wall surface is more attractive, and window holes are formed in the wall filling body 1.

The key technology of the embodiment is that the formwork with the beam column is adopted in the prefabricated wall, two layers of plates outside the formwork extend out to form sections for being used as beam column formworks, and under the condition that the material consumption is not increased, the process of on-site independent formwork erection and formwork removal is omitted.

In the embodiment of the application, the thickness, the length and the extension length of the inner fine stone concrete layer, the light cement-based heat-insulating layer, the steel wire framework and the wall body installation hoisting embedded part and the outer fine stone concrete layer are not limited, and the appropriate values can be selected according to the actual engineering and the requirements of people.

The appearance of this wall design prefabricated wall body is wiped a surface and inside steel reinforcement skeleton overlap joint structure and quantity etc. under the prerequisite that does not influence safe quality, can carry out simple modification, and this wall body design does not have window openings, also can make into from the form of taking window openings or not having window openings, and the exterior facing can be according to individual needs hobby reinforcement and modification, does not make the restriction requirement.

The manufacturing method of the spliced wall body comprises the following steps:

placing the template on a horizontal ground, cleaning an inner mold, binding a steel wire framework and entering the mold;

fixing the position of the cushion block to control the thickness of the protective layer and fixing the hoisting embedded part;

pouring fine stone concrete with the inner side of 30 mm;

pouring a light cement-based heat-insulating layer with the thickness of 140 mm;

pouring fine stone concrete with the outer side of 30 mm;

lifting and leveling after the strength is reached;

and (4) processing the inner and outer decorative surfaces (spraying ash or pasting tiles).

Of course, the above embodiments are only for illustrating the technical idea and features of the present application, and the advantages and features of the present invention will be more apparent from the description and the claims. The present invention is not limited to the following embodiments, and the present invention is not limited to the embodiments. Any fine adjustment made according to the main technical scheme of the present application shall be covered within the protection scope of the present application.

Claims (8)

1, kind of anti side assembled infilled wall frame structure of part, a serial communication port, including the concatenation wallboard, the concatenation wallboard is formed by 2 filler wall concatenations, the filler wall includes the heat preservation sheet layer, the inside and outside both sides of heat preservation sheet layer are equipped with the concrete slab respectively, heat preservation sheet layer and its inside and outside both sides through setting up the steel wire framework connection between the concrete slab layer, the front end of the inside and outside both sides concrete slab layer of heat preservation sheet layer is relative the heat preservation sheet layer stretches out to the outside and forms the second pouring groove, the length that the concrete slab layer rear end outside of the outside of heat preservation sheet layer stretches out to the outside equals with the length that the inboard concrete slab layer rear end stretches out to the outside, the upper end of the inside and outside both sides concrete slab layer of heat preservation sheet layer is relative the heated board upwards stretches out and forms the third pouring groove, the concrete slab layer upper end that the concrete slab layer upper end outside of the outside of heat preservation sheet layer upwards stretches out and forms the inboard butt joint formwork that the butt joint groove of the second pouring formwork forms the adjacent two side wall body butt joint supporting column of the adjacent filler wall slab that the second pouring form the square formwork that the second pouring groove, the adjacent filler wall board 6335 butt joint formwork forms the upper end of the butt joint formwork that the two side joint supporting column of the adjacent filler wall forms.

2. The partially side-resistant fabricated infill wall frame structure of claim 1, wherein said insulation wythe is a cement-based insulation layer.

3. The partially side-resistant fabricated infill wall frame structure of claim 1, wherein a lifting embedment is installed in the infill wall.

4. The partially side-resisting fabricated infilled wall frame structure of claim 1, characterized in that, the thickness of inboard concrete slab and outside concrete slab is 30mm, the heated board layer thickness is 140mm, the length that the outside concrete slab front end outwards stretched out relative to the heated board layer is 370mm, the length that the inside concrete slab front end outwards stretched out relative to the heated board layer is 200mm, the length that the rear end of outside concrete slab and inside concrete slab outwards stretched out relative to the heated board layer is 170mm, the length that the upper end of outside concrete slab and inside concrete slab upwards stretched out relative to the heated board layer is 340 mm.

5. A partially side-resistant fabricated infill wall frame structure according to claim 1, wherein the surfaces of said concrete slab layers on both the inner and outer sides are painted with grey or furring tiles.

6. The partially side-resistant fabricated infill wall frame structure of claim 1, wherein said inner and outer concrete slabs are fine stone concrete slabs comprising fine stones having a grain size in the range of 5mm to 10 mm.

7. The partially side-resisting fabricated infill wall frame structure of claim 1, wherein said infill wall is provided with fenestrations.

8. The partially side-resistant fabricated infill wall frame structure of claim 1, wherein the front end edges of said concrete slab layers are each provided with a chamfer.

Images