CN210316111U

CN210316111U - Board wall component structure of building

Info

Publication number: CN210316111U
Application number: CN201920835647.4U
Authority: CN
Inventors: 王国杰; 苏洋; 高坤荣; 王元昌; 肖震宇
Original assignee: Wuxi Pioneer Concrete Co ltd
Current assignee: Wuxi Pioneer Concrete Co ltd
Priority date: 2019-06-05
Filing date: 2019-06-05
Publication date: 2020-04-14
Anticipated expiration: 2029-06-05

Abstract

The utility model relates to a building technical field, specific siding wall component structure of building that says so, die carrier and external mold body in first interior die carrier, second, first interior die carrier vertically distributes side by side, the die carrier sets up in the second runs through first interior die carrier, the second through-hole has been seted up on the second plate body, the interval distributes in the second through-hole has horizontal support of a plurality of groups second and second bearing diagonal, die carrier all is the C type in first interior die carrier and the second, the die carrier is located first bearing diagonal in the second. The first inner die frame and the second inner die frame are perpendicularly crossed and combined to form the inner die body, concrete filling is carried out in the outer die body, the gravity of the first inner die frame and the second inner die frame is reduced, the structural strength of the first inner die frame and the second inner die frame is enhanced, die filling is convenient, and water and electricity piping construction is not required to be knocked out and repaired, so that the construction cost is reduced.

Description

Board wall component structure of building

Technical Field

The utility model relates to a building technical field specifically is a siding wall component structure of building.

Background

The inventor finds that the traditional formwork assembling process of the building plate wall member is complicated, the operation difficulty is high when water and electricity distribution pipes are required to be installed in the plate wall member, a part of the plate wall needs to be knocked out, and then the knocked-out structure needs to be repaired, so that the construction cost is high.

SUMMERY OF THE UTILITY MODEL

In order to remedy the above deficiency, the utility model aims to provide a board wall component structure of building aims at improving the board wall component form removal die-filling process of traditional building more loaded down with trivial details to the problem that construction cost is high.

The technical scheme of the utility model is that: a building panel wall component structure comprises a first inner mould frame, a second inner mould frame and an outer mould body, wherein the first inner mould frame is longitudinally distributed side by side, the second inner mould frame penetrates through the first inner mould frame to be arranged, the first inner mould frame and the second inner mould frame are perpendicularly crossed and combined to form an inner mould body, the inner mould body is positioned in the outer mould body, the first inner mould frame and the second inner mould frame are of an integrated structure, the first inner mould frame comprises a first plate body and first folding edges symmetrically arranged at two ends of the first plate body, a plurality of groups of first transverse supports and first inclined supports are distributed in the first plate body at intervals, the second inner mould frame comprises a second plate body and second folding edges symmetrically arranged at two ends of the second plate body, a second through hole is formed in the second plate body, a plurality of groups of second transverse supports and second inclined supports are distributed in the second through hole at intervals, the first inner die carrier and the second inner die carrier are both C-shaped, and the second inner die carrier is positioned on the first inclined support.

As a further optimization of the technical scheme, the number of the first inclined supports on each first inner die frame is not less than four, and the first inner die frame and the second inner die frame are vertically distributed in an intersecting manner.

As a further optimization of the technical scheme, the outer mold body is of a rigid expanded mesh structure, and concrete filling is performed inside the outer mold body.

As a further optimization of the technical scheme, the first inclined support is a support plate which is obliquely arranged, the second inclined support comprises two groups of support plates which are obliquely and alternately arranged, and the first inclined support and the second inclined support are respectively used for improving the structural strength of the first through hole and the second through hole.

As a further optimization of the technical scheme, the first inner die carrier and the second inner die carrier are both in a cuboid shape, and the width of the second inner die carrier is not more than that of the first inclined support.

Compared with the prior art, the beneficial effects of the utility model are that: the utility model relates to a siding wall component structure of building, the perpendicular crossing combination of first interior die carrier and second interior die carrier constitutes the centre form body, the centre form body is located inside the external mold body, external mold body rigidity expansion network structure, carry out the concrete filling in the inside of external mold body, through seting up first through-hole and second through-hole, alleviate the gravity of die carrier in first interior die carrier and the second, through setting up first hem and second hem, strengthen the structural strength of die carrier in first interior die carrier and the second, die carrier and second interior die carrier are difficult to warp in first, the die setting is convenient, the construction is rapid, the water and electricity piping can adopt pre-buried mode to pack into in advance by the interior die carrier body that first interior die carrier and second interior die carrier combination constitute, need not knock out the benefit, manpower man-hour is saved by a wide margin, reduce the construction cost, and be suitable for popularization and adaptation.

Drawings

In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings needed to be used in the description of the embodiments or the prior art will be briefly described below, it is obvious that the drawings in the following description are only some embodiments of the present invention, and for those skilled in the art, other drawings can be obtained according to these drawings without inventive exercise.

Fig. 1 is a schematic structural view of the present invention;

FIG. 2 is a schematic sectional view taken along line A-A of FIG. 1 according to the present invention;

fig. 3 is a schematic structural view of a first inner mold frame of the present invention;

fig. 4 is a schematic top view of the first inner frame of the present invention;

fig. 5 is a schematic structural view of a second inner frame of the present invention;

fig. 6 is a schematic top view of the second inner frame of the present invention.

In the figure: 1-a first inner mould frame; 101-a first plate body; 102-a first via; 103-a first lateral support; 104-a first diagonal support; 105-a first hem; 2-a second inner mould frame; 201-a second plate body; 202-a second via; 203-a second lateral support; 204-a second diagonal support; 205-second hem; 3-outer mold body.

Detailed Description

The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.

Referring to fig. 1-6, the present invention provides a technical solution: a building panel wall component structure comprises a first inner formwork 1, a second inner formwork 2 and an outer formwork body 3, wherein the first inner formwork 1 is longitudinally distributed side by side, the second inner formwork 2 penetrates through the first inner formwork 1, the first inner formwork 1 and the second inner formwork 2 are perpendicularly crossed and combined to form an inner formwork body, the state is shown in figure 1, the inner formwork body is located inside the outer formwork body 3, the outer formwork body 3 is of a rigid expansion net structure, concrete filling is carried out inside the outer formwork body 3, the first inner formwork 1 and the second inner formwork 2 are of an integrated structure, the first inner formwork 1 comprises a first plate body 101 and first flanges 105 symmetrically arranged at two ends of the first plate body 101, a plurality of groups of first transverse supports 103 and first inclined supports 104 are distributed in the middle of the first plate body 101 at intervals, the second inner formwork 2 comprises a second plate body and second flanges 205 symmetrically arranged at two ends of the second plate body 201, the second plate body 201 is provided with a second through hole 202, the gravity of the first inner die carrier 1 and the second inner die carrier 2 is reduced by arranging the first through hole 102 and the second through hole 202, the structural strength of the first inner die carrier 1 and the second inner die carrier 2 is enhanced by arranging the first folding edge 105 and the second folding edge 205, the first inner die carrier 1 and the second inner die carrier 2 are not easy to deform, a plurality of groups of second transverse supports 203 and second inclined supports 204 are distributed in the second through hole 202 at intervals, the first inner die carrier 1 and the second inner die carrier 2 are both in a C shape, the second inner die carrier 2 is positioned on the first inclined supports 104, the die is convenient to assemble and rapid to construct, a water and electricity piping can be pre-assembled into an inner die body formed by combining the first inner die carrier 1 and the second inner die carrier 2 in a pre-buried mode, the back repair does not need to be knocked out, the labor hour is greatly saved, the construction cost is reduced, and when the body formed by combining the first inner die carrier, can be used as a wall component and can be used as a plate component when being transversely placed.

Specifically, the number of the first inclined supports 104 on each first inner formwork 1 is not less than four, and the first inner formwork 1 and the second inner formwork 2 are vertically distributed in an intersecting manner.

Specifically, the outer mold body 3 is a rigid expanded mesh structure, and concrete filling is performed inside the outer mold body 3.

Specifically, the first inclined strut 104 is a support plate arranged obliquely, the second inclined strut 204 includes two groups of support plates arranged obliquely and alternately, and the first inclined strut 104 and the second inclined strut 204 are respectively used for improving the structural strength of the first through hole 102 and the second through hole 202.

Specifically, the first inner formwork 1 and the second inner formwork 2 are both rectangular, and the width of the second inner formwork 2 is not more than that of the first inclined support 104.

Specifically, the first inner formwork 1 and the second inner formwork 2 are perpendicularly combined to form an inner formwork body in a crossed mode, the inner formwork body is located inside the outer formwork body 3, the outer formwork body 3 is in a rigid expanded mesh structure, concrete filling is carried out inside the outer formwork body 3, the gravity of the first inner formwork 1 and the second inner formwork 2 is relieved by arranging the first through hole 102 and the second through hole 202, the structural strength of the first inner formwork 1 and the second inner formwork 2 is enhanced by arranging the first folding edge 105 and the second folding edge 205, the first inner formwork 1 and the second inner formwork 2 are not prone to deformation, formwork installation is convenient, construction is rapid, water and electricity distribution pipes can be pre-installed into the inner formwork body formed by combining the first inner formwork 1 and the second inner formwork 2 in a pre-buried mode, knockout and back-repair are not needed, labor hour is greatly saved, construction cost is lowered, and popularization and adaptation are suitable.

It should be noted that the specific installation manner of the rigid expanded mesh structure is clear to those skilled in the art and will not be described in detail herein.

The basic principles, main features and advantages of the present invention have been shown and described above. It will be understood by those skilled in the art that the present invention is not limited to the above embodiments, and that the foregoing embodiments and descriptions are provided only to illustrate the principles of the present invention without departing from the spirit and scope of the present invention. The scope of the invention is defined by the appended claims and equivalents thereof.

Claims

1. The utility model provides a siding wall component structure of building, includes die carrier (1) in first, second and die carrier (2) and external mold body (3), its characterized in that: the first inner die frame (1) is longitudinally distributed side by side, the second inner die frame (2) penetrates through the first inner die frame (1) and is vertically crossed and combined to form an inner die body, the inner die body is positioned inside the outer die body (3), the first inner die frame (1) and the second inner die frame (2) are of an integrated structure, the first inner die frame (1) comprises a first plate body (101) and first folding edges (105) symmetrically arranged at two ends of the first plate body (101), a plurality of groups of first transverse supports (103) and first inclined supports (104) are distributed in the middle of the first through hole (102) at intervals, the second inner die frame (2) comprises a second plate body (201) and second folding edges (205) symmetrically arranged at two ends of the second plate body (201), and a second through hole (202) is formed in the second plate body (201), a plurality of groups of second transverse supports (203) and second inclined supports (204) are distributed in the second through hole (202) at intervals, the first inner die carrier (1) and the second inner die carrier (2) are both C-shaped, and the second inner die carrier (2) is located on the first inclined supports (104).

2. A panel wall structure of a building according to claim 1, wherein: the number of the first inclined supports (104) on each first inner mould frame (1) is not less than four.

3. A panel wall structure of a building according to claim 1, wherein: the outer mold body (3) is of a rigid expanded mesh structure.

4. A panel wall structure of a building according to claim 1, wherein: the first inclined support (104) is a support plate which is obliquely arranged, and the second inclined support (204) comprises two groups of obliquely and alternately arranged support plates.

5. A panel wall structure of a building according to claim 1, wherein: the first inner die carrier (1) and the second inner die carrier (2) are both cuboid, and the width of the second inner die carrier (2) is not more than that of the first inclined support (104).