CN211548346U

CN211548346U - Straight wall plate

Info

Publication number: CN211548346U
Application number: CN201922365632.9U
Authority: CN
Inventors: 沈仲文; 沈小华
Original assignee: Hubei Younaide Energy Saving And Environment Prot Technology Co ltd
Current assignee: Hubei Younaide Energy Saving And Environment Prot Technology Co ltd
Priority date: 2019-12-25
Filing date: 2019-12-25
Publication date: 2020-09-22
Anticipated expiration: 2029-12-25

Abstract

The utility model relates to a word wallboard. This word wallboard includes the concrete wall of rectangle, it has inside sunken structure groove to open on the concrete wall side, concrete wall goes up along and the side along opening the connecting hole that has inside extension, the connecting hole runs through concrete wall, and extend to the structure groove. And a reinforced framework is arranged in the concrete wall body. The reinforced framework comprises a framework main body, longitudinal stress rib plates and an inter-groove frame. After the straight wallboard is initially installed, nuts are fastened in the structural grooves, gaps at joints caused by no operation space are eliminated, and the wallboards are tightly spliced and connected; the rigidity of the wall body is enhanced through the framework, the stressed weak part formed by the structural grooves is compensated, and the longitudinal and shearing force stress performance of the wall body is enhanced.

Description

Straight wall plate

Technical Field

The utility model relates to a building material field, concretely relates to a word wallboard.

Background

The assembly building planning is intensively released since 2015, an industrial building evaluation standard is released at the end of 2015, the 2016 is decided to comprehensively popularize the assembly buildings nationwide, and breakthrough progress is achieved; the building department of 11/14 th of 2015 provides a building industry modernization development outline, and the assembled building accounts for more than 20% of the newly-built building in 2020 to more than 50% of the newly-built building in 2025.

The prefabricated wall body is used as an important component of an assembled prefabricated part, primary matching and connection among the prefabricated wall bodies are realized through bolt locking, the existing prefabricated straight-line wall body is matched with bolt bidirectional locking only through modes of arranging holes or pre-embedded nuts or bolt sleeves on the upper edge, the lower edge and the side edges of the wall body, and the like, the mode is difficult to ensure tight connection among wall body construction, obvious gaps often exist at seams, and in addition, the existing prefabricated wall body is difficult to meet the transverse strength and the longitudinal strength required by earthquake resistance due to single structural form of internal arrangement of ribs.

SUMMERY OF THE UTILITY MODEL

The to-be-solved technical problem of the utility model is: overcome the prefabricated line of current assembled seam department and have the defect that clearance and bulk strength are not enough, provide one kind and be convenient for connecting piece locking operation, and seam department eliminates the clearance, and the high word wallboard of structural strength.

For realizing that the inseparable amalgamation of wallboard connects and provides operating space, this word wallboard includes the concrete wall body of rectangle, it has inside sunken structure groove to open on the concrete wall body side, concrete wall body is last to be followed and the side is along opening the connecting hole that has inside extension, the connecting hole runs through concrete wall body, and extend to structure groove.

Specifically, the structural grooves are eight in number and symmetrically distributed on two sides of the concrete wall body; the number of the connecting holes is twelve, and the connecting holes are correspondingly distributed on the outer side of the position where the structural groove is located.

Specifically, the size of the concrete wall body is 3550 mm multiplied by 900 mm; the structural groove is 200 multiplied by 100mm in size; the aperture of the connecting hole is 20-40 mm, and the hole depth is 100-200 mm.

Specifically, the longitudinal spacing of the structural grooves is 920mm, and the transverse spacing of the structural grooves is 300 mm.

Specifically, the aperture of the connecting hole positioned on the side edge of the concrete wall body is 20mm, and the hole depth is 100 mm; the aperture of the connecting hole positioned on the upper edge of the concrete wall body is 20mm, and the hole depth is 200 mm; the aperture of the connecting hole positioned at the lower edge of the concrete wall body is 40mm, and the hole depth is 200 mm.

In order to improve the strength of the wallboard, a reinforcing framework is arranged inside the concrete wallboard.

In order to improve the longitudinal supporting performance and the shear-direction tensile resistance of the wallboard, the reinforced framework comprises a framework main body, a longitudinal stress rib plate and an inter-groove frame.

In order to form an integral stress structure, the longitudinal stress rib plates are arranged on the upper side and the lower side of the structural groove, the inter-groove frame is arranged between the two transverse structural grooves, and the framework main body and the inter-groove frame are welded on the longitudinal stress rib plates.

In order to improve the strength of the framework and the surface area of the concrete, the framework main body is formed by uniformly and tightly arranging and welding a plurality of square alloy frames.

The utility model discloses a word wallboard's beneficial effect does:

(1) after initial assembly, fastening nuts in the structural grooves to eliminate gaps at joints caused by no operating space, so that the wall boards are tightly spliced;

(2) the rigidity of the wall body is enhanced through the framework, the stressed weak part formed by the structural grooves is compensated, and the longitudinal and shearing force stress performance of the wall body is enhanced.

Drawings

The utility model discloses a line wallboard is explained in detail below with the accompanying drawing:

fig. 1 is a schematic front plan view of embodiment 1 of the present horizontal wall panel;

fig. 2 is a schematic rear plan view of embodiment 1 of the horizontal wall panel;

fig. 3 is a perspective view of embodiment 1 of the wall panel (the solid line part is a visible structure, and the dotted line part is a perspective structure);

FIG. 4 is a schematic cross-sectional view of embodiment 1 of the present I-shaped wall panel;

fig. 5 is a schematic plan perspective structure view of embodiment 2 of the wall panel (the solid line part is a visible structure, and the dotted line part is a perspective structure);

fig. 6 is a side perspective structure schematic view of embodiment 2 of the present linear wall panel (the solid line part is a visual structure, and the dotted line part is a perspective structure);

fig. 7 is a schematic sectional structure view of embodiment 2 of the horizontal wall panel.

In the figure:

1-concrete wall, 2-structural groove, 3-connecting hole and 4-reinforced skeleton;

41-framework main body, 42-longitudinal stress rib plate and 43-inter-groove frame.

Detailed Description

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; 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 description of the present invention, it is to be understood that the terms "left", "right", "front", "back", "top", "bottom", "inner", "outer", and the like, indicate orientations or positional relationships based on the orientation or positional relationships shown in the drawings, and are used merely for convenience of description and simplification of description, and do not indicate or imply that the device or element being 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.

Embodiment 1: as shown in fig. 1 to 4, the wall panel includes a rectangular concrete wall 1, an inward recessed structural groove 2 is formed in one side surface of the concrete wall 1, connecting holes 3 extending inward are formed in the upper edge and the side edge of the concrete wall 1, and the connecting holes 3 penetrate through the concrete wall 1 and extend to the structural groove 2. The structural grooves communicated by the connecting holes are used for realizing the tight splicing connection of the wall boards to provide an operating space.

The structural grooves 2 are eight in number and symmetrically distributed on two sides of the concrete wall body 1; the number of the connecting holes 3 is twelve, and the connecting holes are correspondingly distributed outside the position of the structural groove 2.

The size of the concrete wall 1 is 3550 mm multiplied by 900 mm; the size of the structural groove 2 is 200 multiplied by 100 mm; the aperture of the connecting hole 3 is 20-40 mm, and the hole depth is 100-200 mm.

The longitudinal distance of the structural grooves 2 is 920mm, and the transverse distance of the structural grooves is 300 mm.

The aperture of the connecting hole 3 positioned at the side edge of the concrete wall 1 is 20mm, and the hole depth is 100 mm; the aperture of the connecting hole 3 positioned on the upper edge of the concrete wall 1 is 20mm, and the hole depth is 200 mm; the aperture of the connecting hole 3 positioned at the lower edge of the concrete wall 1 is 40mm, and the hole depth is 200 mm.

Embodiment 2: as shown in fig. 5 to 7: and a reinforced framework 4 is arranged inside the concrete wall 1. Used for improving the strength of the wallboard. The reinforced framework 4 comprises a framework main body 41, a longitudinal stress rib plate 42 and an inter-groove frame 43. The longitudinal stress rib plates 42 are arranged on the upper side and the lower side of the structural grooves 2 and used for improving the longitudinal supporting performance and the shear-direction tensile resistance performance of the wall panel, the inter-groove frame 43 is arranged between the two transverse structural grooves 2, and the framework main body 41 and the inter-groove frame 43 are welded on the longitudinal stress rib plates 42. For forming an integral stressed configuration. The framework main body 41 is formed by welding a plurality of square alloy frames which are uniformly and tightly arranged. Used for improving the strength of the framework and the surface area of the concrete.

The remaining components and structures are as described in embodiment 1, but omitted.

After the straight wallboard is initially installed, nuts are fastened in the structural grooves, gaps at joints caused by no operation space are eliminated, and the wallboards are tightly spliced and connected; the rigidity of the wall body is enhanced through the framework, the stressed weak part formed by the structural grooves is compensated, and the longitudinal and shearing force stress performance of the wall body is enhanced.

The above description shows the main features, the basic principles, and the advantages of the invention. It will be evident to those skilled in the art that the invention is not limited to the details of the foregoing illustrative embodiments or examples, and that the present invention may be embodied in other specific forms without departing from the spirit or essential characteristics thereof. The foregoing embodiments or examples are therefore to be considered in all respects illustrative and not restrictive. The scope of the invention is indicated by the appended claims rather than by the foregoing description, and all changes that come within the meaning and range of equivalency of the claims are therefore intended to be embraced therein. Any reference sign in a claim should not be construed as limiting the claim concerned.

Furthermore, it should be understood that although the present description refers to embodiments, not every embodiment may contain only a single embodiment, and such description is for clarity only, and those skilled in the art should integrate the description, and the embodiments may be combined as appropriate to form other embodiments understood by those skilled in the art.

Claims

1. A word wallboard, characterized by: concrete wall (1) including the rectangle, it has inside sunken structure groove (2) to open on concrete wall (1) side, concrete wall (1) is gone up along and the side along opening connecting hole (3) that have inside extension, connecting hole (3) run through concrete wall (1) to extend to structure groove (2).

2. The horizontal wall panel of claim 1, wherein: the structural grooves (2) are eight in number and are symmetrically distributed on two sides of the concrete wall body (1); the number of the connecting holes (3) is twelve, and the connecting holes are correspondingly distributed on the outer side of the position where the structural groove (2) is located.

3. The horizontal wall panel of claim 2, wherein: the size of the concrete wall (1) is 3550 mm multiplied by 900 mm; the size of the structural groove (2) is 200 multiplied by 100 mm; the aperture of the connecting hole (3) is 20-40 mm, and the hole depth is 100-200 mm.

4. The horizontal wall panel of claim 3, wherein: the longitudinal distance of the structural grooves (2) is 920mm, and the transverse distance of the structural grooves is 300 mm.

5. The horizontal wall panel of claim 3, wherein: the aperture of the connecting hole (3) positioned at the side edge of the concrete wall body (1) is 20mm, and the hole depth is 100 mm; the aperture of the connecting hole (3) positioned on the upper edge of the concrete wall body (1) is 20mm, and the hole depth is 200 mm; the aperture of the connecting hole (3) positioned at the lower edge of the concrete wall body (1) is 40mm, and the hole depth is 200 mm.

6. The lined wallboard of any one of claims 1 to 5, wherein: and a reinforced framework (4) is arranged inside the concrete wall body (1).

7. The horizontal wall panel of claim 6, wherein: the reinforced framework (4) comprises a framework main body (41), a longitudinal stress rib plate (42) and an inter-groove frame (43).

8. The horizontal wall panel of claim 7, wherein: the longitudinal stress rib plates (42) are arranged on the upper side and the lower side of the structural grooves (2), the inter-groove frame (43) is arranged between the two transverse structural grooves (2), and the framework main body (41) and the inter-groove frame (43) are welded on the longitudinal stress rib plates (42).

9. The horizontal wall panel of claim 8, wherein: the framework main body (41) is formed by uniformly and tightly arranging and welding a plurality of square alloy frames.