CN216566644U

CN216566644U - Exempt from to tear open little stupefied trompil formula double steel plate connecting elements and shear force wall open

Info

Publication number: CN216566644U
Application number: CN202123228686.4U
Authority: CN
Inventors: 高军; 贾红艳; 于爱霞; 黄亚楷
Original assignee: Zhongheng New Material Si Tech Co ltd
Current assignee: Zhongheng New Material Si Tech Co ltd
Priority date: 2021-12-21
Filing date: 2021-12-21
Publication date: 2022-05-20
Anticipated expiration: 2031-12-21

Abstract

The utility model provides a disassembly-free micro-corrugated open-pore type double-steel-plate connecting member and a shear wall. It relates to a exempt from to tear open two steel sheet connecting elements of stupefied trompil formula a little, include: the two plates of the double-sided board are connected at intervals; the double-sided board has: a port; and a side port; the U-shaped plate is connected to the side opening; the U-shaped plate has connected: a middle plate; and a side plate; the middle plate is in a structure without a through hole and used for plugging a side opening; or the middle plate adopts a structure with a through hole, and the side plate part protrudes out of the side opening and is used for assembling the adjacent double-sided plates; the double connecting plates are connected to the ports, and the protruding ports of the parts of the double connecting plates are arranged for assembling the adjacent double-sided plates; the double connecting plates are provided with: and the connecting hole is used for penetrating through the connecting steel bar. Still relate to a shear force wall, including two steel sheet connecting elements. This exempt from to tear open two steel sheet connecting elements of stupefied trompil formula and shear force wall open has solved the inconvenient and lower technical problem of joint strength after the assembly of the combination assembly of current two steel sheet connecting element.

Description

Exempt from to tear open little stupefied trompil formula double steel plate connecting elements and shear force wall open

Technical Field

The utility model relates to the technical field of building walls, in particular to a disassembly-free micro-corrugated open-pore type double-steel-plate connecting member and a shear wall.

Background

The double-steel-plate connecting component is a prefabricated wall plate formed by various plates, and can be assembled to form the shear wall.

When the existing double-steel-plate connecting component is used, the combined assembly needs to be carried out in the vertical direction and the horizontal direction, wherein the double-steel-plate connecting component is inconvenient to assemble, and the fault influence strength can occur at the connecting part between the components after the assembly; in addition, the connection between two steel sheet connecting elements and the reinforcing bar is inconvenient and joint strength is lower.

In the process of implementing the embodiment, the inventor finds at least the following problems:

the existing double-steel-plate connecting component is inconvenient to assemble and low in connecting strength after assembly.

SUMMERY OF THE UTILITY MODEL

The utility model aims to provide a disassembly-free micro-corrugated open-cell type double-steel-plate connecting member and a shear wall, and solves the technical problems that an existing double-steel-plate connecting member is inconvenient to assemble and low in connecting strength after assembly.

The utility model discloses the scheme:

in a first aspect, the present invention provides a non-dismantling micro-corrugated open-cell type double steel plate connecting member, comprising: the two plates of the double-sided plate are connected at intervals; the double-sided board comprises: a port; and a side port; the U-shaped plate is connected to the side port; the U-shaped plate is provided with connected components: a middle plate; and a side plate; the middle plate is of a structure without a through hole and is used for plugging the side opening; or the middle plate adopts a structure with a through hole, and the side plate part protrudes out of the side opening and is used for assembling the adjacent double-sided plates; the double connecting plates are connected to the ports, partially protrude out of the ports and are used for assembling the adjacent double-sided plates; the double connecting plates are provided with: and the connecting hole is used for penetrating through the connecting steel bar.

Furthermore, the structure of the double-steel-plate connecting component adopts a straight shape, an angle shape, a T shape or a cross shape.

Further, the double-sided board and/or the double connection board is provided with: the micro-ridges are at least vertical along the vertical direction of the plate.

Furthermore, the micro-ridges are formed by pressing through a stamping process, and the double-sided boards and the micro-ridges of the double-connecting board are matched in an embedded mode and used for auxiliary positioning and connection.

Further, the double-sided board is provided with: the pin is fixedly connected between the two plates of the double-sided plate; a securing hook disposed around the peg.

Furthermore, the connecting holes are waist-shaped holes.

Further, the method also comprises the following steps: and the supporting plate is fixed on the double-sided board and is arranged on the lower side of the connecting hole.

Has the advantages that:

the utility model provides a disassembly-free micro-corrugated open-cell type double-steel-plate connecting component, wherein when a double-sided plate is assembled in the horizontal direction, one part of a side plate of a U-shaped plate is overlapped and connected with the double-sided plate, and the other part of the side plate is protruded out of a side opening of the double-sided plate, so that the other adjacent double-sided plate is overlapped and connected with the other part of the side plate to realize convenient assembly; when the double-sided boards are assembled in the vertical direction, in a similar way, the other vertically adjacent double-sided board can be conveniently assembled with the double-sided board through the double connecting boards; meanwhile, when the U-shaped plate is used between the adjacent double-sided plates, a structure with a through hole is adopted, and concrete can be contained in the through hole, so that the concrete between the adjacent double-sided plates can form a whole, and the connection strength is improved; and, be equipped with the connecting hole on this two connecting plate, can be used to wear to establish the reinforcing bar to thereby cooperation concrete is firmly pour the reinforcing bar tip in panel and is improved joint strength.

In a second aspect, the utility model further provides a shear wall which is formed by assembling the disassembly-free micro-corrugated open-cell type double-steel-plate connecting member.

Furthermore, the shear wall is formed by assembling at least one of the double steel plate connecting components in a straight shape, an angle shape, a T shape and a cross shape.

Furthermore, the double connecting plates are arranged at the inner sides of the two adjacent double-sided plates, the end parts of the two adjacent double-sided plates are abutted, and at least one of the two double-sided plates is provided with a hole corresponding to the connecting hole.

Has the advantages that:

the utility model also provides a shear wall which comprises the disassembly-free micro-corrugated open-cell type double-steel-plate connecting member, so that the effects and advantages of the shear wall also comprise the effects and advantages of the disassembly-free micro-corrugated open-cell type double-steel-plate connecting member, and further description is omitted here.

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 description of the embodiments or the prior art will be briefly described below, and it is obvious that the drawings in the following description are some embodiments of the present invention, and other drawings can be obtained by those skilled in the art without creative efforts.

Fig. 1 is a schematic structural view of a straight double-steel-plate connecting member provided in this embodiment;

fig. 2 is a schematic connection diagram of two adjacent steel plate connecting members in a straight shape according to the present embodiment;

fig. 3 is a schematic structural diagram of a linear double-sided board provided in this embodiment;

fig. 4 is a schematic view of an internal structure of a straight double-steel-plate connecting member provided in this embodiment;

FIG. 5 is an enlarged partial schematic view of the view shown at A in FIG. 1;

fig. 6 is a schematic structural view of an angle-shaped double-steel-plate connecting member provided in this embodiment;

fig. 7 is a schematic structural view of a T-shaped double-steel-plate connecting member provided in this embodiment;

FIG. 8 is a schematic connection diagram of the assembly of the double steel plate connecting member provided in this embodiment;

fig. 9 is a schematic partial structure view of a shear wall provided in the present embodiment;

fig. 10 is a schematic view of a portion of the shear wall shown in fig. 9.

Icon:

100-double-sided board; 110-port; 120-side port; 130-micro flutes; 140-a peg; 150-fixed hook;

200-U-shaped plates; 210-middle plate; 211-a through hole; 220-side plate;

300-double connection plate; 310-connecting hole;

400-a pallet;

500-reinforcing steel bars;

600-floor.

Detailed Description

In order to make the objects, technical solutions and advantages of the embodiments of the present invention clearer, the technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are some, but not all, embodiments of the present invention. The components of embodiments of the present invention generally described and illustrated in the figures herein may be arranged and designed in a wide variety of different configurations.

Thus, the following detailed description of the embodiments of the present invention, presented in the figures, is not intended to limit the scope of the utility model, as claimed, but is merely representative of selected embodiments of the utility model. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.

It should be noted that: like reference numbers and letters refer to like items in the following figures, and thus, once an item is defined in one figure, it need not be further defined and explained in subsequent figures.

In the description of the present invention, it should be noted that the terms "center", "upper", "lower", "left", "right", "vertical", "horizontal", "inner", "outer", and the like indicate orientations or positional relationships based on the orientations or positional relationships shown in the drawings or orientations or positional relationships that the products of the present invention are conventionally placed in use, and are only for convenience of describing the present invention and simplifying the description, but do not indicate or imply that the device or element to which the description refers must have a specific orientation, be constructed in a specific orientation, and be operated, and thus should not be construed as limiting the present invention.

Furthermore, the terms "horizontal", "vertical" and the like do not imply that the components are required to be absolutely horizontal or pendant, but rather may be slightly inclined. For example, "horizontal" merely means that the direction is more horizontal than "vertical" and does not mean that the structure must be perfectly horizontal, but may be slightly inclined.

In the description of the present invention, it should also be noted that, unless otherwise explicitly specified or limited, the terms "disposed," "mounted," "connected," and "connected" are to be construed broadly and may, for example, be fixedly connected, detachably connected, or integrally connected; they may be connected directly or indirectly through intervening media, or they may be interconnected between two elements. The specific meanings of the above terms in the present invention can be understood in specific cases to those skilled in the art.

Some embodiments of the utility model are described in detail below with reference to the accompanying drawings. The embodiments described below and the features of the embodiments can be combined with each other without conflict.

The present embodiment provides a dismantling-free micro-corrugated open-cell type double steel plate connecting member, as shown in fig. 1 to 10, including: a double-sided board 100, wherein two boards of the double-sided board 100 are connected at intervals; the double-sided board 100 includes: a port 110; and a side port 120; the U-shaped plate 200, the U-shaped plate 200 is connected to the side port 120; the U-shaped plate 200 has attached: a middle plate 210; and a side panel 220; the middle plate 210 is configured without a through hole 211 and is used for plugging the side port 120; or the middle plate 210 is in a structure with a through hole 211, and the side plate 220 partially protrudes out of the side opening 120 and is used for assembling the adjacent double-sided plates 100; a double connection plate 300, the double connection plate 300 being connected to the port 110, and the double connection plate 300 being partially disposed to protrude from the port 110 for assembling the adjacent double panels 100; the double connection plate 300 is provided with: and the connecting holes 310 are used for penetrating and connecting the reinforcing steel bars 500.

Specifically, when the double-sided board 100 is assembled and assembled in the horizontal direction, one part of the side board 220 of the U-shaped board 200 overlaps and connects with the double-sided board 100 while the other part protrudes from the side opening 120 of the double-sided board 100, so that another adjacent double-sided board 100 can be conveniently assembled by overlapping and connecting with the other part of the side board 220; when the double-sided board 100 is assembled in the vertical direction, similarly, another vertically adjacent double-sided board 100 can be conveniently assembled with the double-sided board 100 through the double connection board 300; meanwhile, when the U-shaped plate 200 is used between adjacent double-sided boards 100, a structure with through holes 211 is adopted, and concrete can be accommodated in the through holes, so that the concrete between the adjacent double-sided boards 100 can form a whole, thereby improving the connection strength; in addition, the double connection plate 300 is provided with the connection hole 310, which can be used for penetrating the reinforcing steel bar 500, and the end of the reinforcing steel bar 500 is firmly poured in the plate by matching with concrete, thereby improving the connection strength.

In addition, the height of the U-shaped boards 200 can be adjusted according to practical application, for example, the U-shaped boards 200 can have the same height as the double-sided boards 100 or the double-connection boards 300, as shown in fig. 1 and 2, as long as the two vertically adjacent U-shaped boards 200 can be connected in a matching manner when assembled, as shown in fig. 8 and 10.

In this embodiment, referring to fig. 1, 6 and 7, the structure of the double-steel-plate connecting member is a straight shape, an angle shape, a T shape or a cross shape.

Optionally, the double-steel-plate connecting member may adopt various structures, and the specific structure composition and connection may refer to fig. 1, 6 and 7, which are not described herein again; specifically, the angle-shaped structure includes an L-shaped structure and a V-shaped structure.

In this embodiment, referring to fig. 5, the double-sided board 100 and/or the double-connection board 300 includes: micro-ridges 130, micro-ridges 130 are at least vertical along the vertical direction of the plate.

Specifically, the micro-ridges are at least vertically arranged along the double-sided board 100 and/or the double connection board 300, so that the strength of the steel plate in the vertical direction can be further enhanced and the steel plate is not easy to bend.

In this embodiment, referring to fig. 5, the micro-ridges 130 are formed by pressing through a stamping process, and the micro-ridges 130 of the double-sided board 100 and the double-connection board 300 are embedded and matched for auxiliary positioning and connection.

Specifically, the double-sided board 100 and the double-connection board 300 are respectively formed into concave-convex edges and surfaces (formed between two edges along with the concave-convex surfaces) through stamping, and the edges and the surfaces and the corresponding edges and the surfaces can be rapidly positioned in the horizontal direction through concave-convex embedding matching while avoiding relative sliding, so that the double-sided board and the double-connection board can be connected in an auxiliary manner. The double link plate 300 may be fixedly coupled to the upper and lower adjacent double panels 100 by fasteners.

In this embodiment, referring to fig. 4, the double-sided board 100 includes: the pin 140, the pin 140 is connected and fixed between the two plates of the double-sided board 100; a securing hook 150, the securing hook 150 being disposed around the peg 140.

Specifically, the fixing hooks 150 are disposed around the peg 140, for example, in a cross shape, which is disposed up and down, left and right around the peg 140, and the arrangement structure of the fixing hooks 150 is matched with the poured concrete, so as to increase the strength of at least the left and right sides of the peg 140.

In this embodiment, the connection hole 310 is a kidney-shaped hole.

Specifically, this connecting hole 310 adopts waist type hole, and pore structure itself non-deformable like this, and make things convenient for the reinforcing bar 500 of taking the hook to wear to establish, but the while circulation holds the concrete to reinforcing bar 500 and panel and concrete between be connected, further improve joint strength.

In this embodiment, please refer to fig. 10, which further includes: and a support plate 400, wherein the support plate 400 is fixed to the double-sided board 100 and is disposed under the connection hole 310.

Specifically, the pallet 400 is used to support the floor 600 and receive the reinforcing bars 500 and the concrete through the floor 600.

The present embodiment further provides a shear wall, as shown in fig. 9 and 10, which is assembled by the above-mentioned non-dismantling micro-corrugated open-cell type double steel plate connecting member.

In this embodiment, the shear wall is formed by assembling at least one of a straight-line-shaped, an angle-shaped, a T-shaped and a cross-shaped double-steel-plate connecting member.

Specifically, the double-steel-plate connecting member can adopt one or more structures and form the shear wall through horizontal and/or vertical combined assembly.

In this embodiment, referring to fig. 8 and 10, the double connection plates 300 are disposed on the inner sides of the two adjacent double-sided boards 100, the ends of the two adjacent double-sided boards 100 abut against each other, and at least one of the two double-sided boards 100 has a hole corresponding to the connection hole 310.

Specifically, the double connection plates 300 are disposed inside the upper and lower adjacent double-sided boards 100, so that the upper end of the lower double-sided board 100 can receive the lower end of the upper double-sided board 100 to assist assembly, and multiple connections between the three boards can be realized, thereby enhancing the connection strength at the connection site; meanwhile, at least one double-sided board 100 is provided with holes corresponding to the connection holes 310, so that the design facilitates quick hole location, and simultaneously, the reinforcing steel bar 500 is enabled to realize multiple connections with the double-connected board 300 and the double-sided board 100 through concrete, thereby enhancing the connection strength.

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; while the utility model has been described in detail and with reference to the foregoing embodiments, it will 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; and the modifications or the substitutions do not make the essence of the corresponding technical solutions depart from the scope of the technical solutions of the embodiments of the present invention.

Claims

1. The utility model provides a exempt from to tear open a little stupefied two steel sheet connecting elements of open pore type which characterized in that includes:

the double-sided board (100), two boards of the said double-sided board (100) are connected with each other at intervals; the double-sided board (100) comprises:

a port (110);

and a side port (120);

the U-shaped plate (200), the U-shaped plate (200) is connected to the side opening (120); the U-shaped plate (200) has connected:

a middle plate (210);

and a side plate (220); the middle plate (210) adopts a structure without a through hole (211) and is used for plugging the side port (120); or the middle plate (210) adopts a structure with a through hole (211), and the side plate (220) is partially arranged to protrude out of the side opening (120) and is used for assembling the adjacent double-sided plates (100);

a double connection plate (300), wherein the double connection plate (300) is connected to the port (110), and the double connection plate (300) is partially arranged to protrude out of the port (110) and is used for assembling the adjacent double-sided boards (100); the double connecting plate (300) is provided with:

the connecting hole (310) is used for penetrating through the connecting reinforcing steel bar (500).

2. A tamper-free micro-corrugated open-cell double steel plate connecting member as claimed in claim 1, wherein the structure of the double steel plate connecting member is in a straight shape, an angle shape, a T shape or a cross shape.

3. The non-dismantling micro-corrugated open double steel plate connecting member as recited in claim 1, wherein said double side plate (100) and/or said double connecting plate (300) is provided with:

micro-ridges (130), wherein the micro-ridges (130) are at least vertical along the vertical direction of the plate.

4. The non-dismantling micro-corrugated open-cell type double steel plate connecting member as claimed in claim 3, wherein the micro-corrugations (130) are formed by pressing through a stamping process, and the micro-corrugations (130) of the double-sided plate (100) and the double connecting plate (300) are embedded and matched for auxiliary positioning and connection.

5. A non-dismantling micro-corrugated open-cell double steel plate connecting member as claimed in claim 1, wherein said double face plate (100) is provided with:

the pin (140), the said pin (140) is connected and fixed between two boards of the said double-sided board (100);

a securing hook (150), the securing hook (150) disposed around the peg (140).

6. The non-dismantling micro-flute open-hole double steel plate connecting member as recited in claim 1, wherein said connecting hole (310) is a kidney-shaped hole.

7. The non-dismantling micro-flute open-cell double steel plate connecting member as recited in claim 1, further comprising:

and the supporting plate (400), wherein the supporting plate (400) is fixed on the double-sided board (100) and is arranged at the lower side of the connecting hole (310).

8. A shear wall, characterized in that, the shear wall is assembled by the non-dismantling micro-corrugated open-cell type double steel plate connecting component of any one of claims 1 to 7.

9. The shear wall according to claim 8, wherein the shear wall is formed by assembling at least one of the double-steel-plate connecting members in a straight shape, an angle shape, a T shape and a cross shape.

10. The shear wall of claim 8, wherein the double connection plates (300) are disposed on the inner sides of the two adjacent double-sided boards (100), the ends of the two adjacent double-sided boards (100) abut against each other, and at least one of the two double-sided boards (100) is provided with a hole corresponding to the connection hole (310).