An assembled wall installation structure with a local reinforcement design

Abstract

The present invention discloses an assembled wall installation structure with a local reinforcement design, comprising: a steel skeleton base layer, a first reinforcement member, a wall panel unit, a second reinforcement member and a hanging member. The steel skeleton base layer includes vertical keels and horizontal keels. A first groove is provided on one side of the horizontal keel facing the vertical keel. The first reinforcement member includes a first support leg and second support legs symmetrically arranged on both sides of the first support leg. A first insertion column on the surface of the first support leg is inserted into the first groove, and the second support legs are fixedly installed on the vertical keels. The wall panel unit is fixedly installed on the horizontal keels through the hanging member, and the second reinforcement member extends between two adjacent upper and lower horizontal keels. Compared with the prior art, the present invention locally reinforces the secondary steel frame structure and the facade plate through two "Y"-shaped reinforcement members respectively, improves the bearing capacity of the secondary steel frame structure, makes the secondary steel frame structure and the facade plate not easily damaged or deformed, and eliminates potential safety hazards.

Description

Technical Field

[0001] The present invention belongs to the field of prefabricated buildings, and particularly relates to a prefabricated wall installation structure with a local reinforcement design. Background Art

[0002] The on-site construction of the traditional exterior wall main structure generally goes through processes such as formwork erection, steel bar placement, concrete pouring, and form removal. After that, a series of cumbersome tasks such as the construction of the exterior wall thermal insulation seat, the construction of the exterior decoration layer, and the interior decoration construction are also required. The construction period is long, the labor cost is high, the material waste is serious, and there is a lot of construction waste. With the development of residential industrialization, precast exterior wall panels and exterior wall systems that meet the requirements of building construction and seismic codes have emerged.

[0003] During the construction of various large amusement venues, due to decorative or functional requirements, decorative stones are often required to be installed on the wall surface. At present, the installation methods of decorative stones mainly include two methods: pasting and dry hanging. The pasting installation method is to directly paste the decorative stone on the concrete. This method will cause phenomena such as water marks and white efflorescence on the stone surface due to the alkalinity of the concrete, polluting the stone surface and affecting the decorative effect. In the dry hanging installation method, it is more common to drill through holes in the stone and hang the decorative stone on the outside of the wall through connecting pieces such as bolts. In order to make the connecting piece penetrate into the blind hole to hang the stone and ensure the connection strength between the stone and the concrete layer, the depth of the blind hole should not be too small, so the thickness of the stone should not be too thin, resulting in a relatively large thickness and self-weight of the decorative stone, and a large additional load on the main structure.

[0004] In the traditional exterior wall surface construction of amusement venues, due to the large thickness and self-weight of the stone exterior wall panels, the secondary steel frame structure is difficult to meet the load-bearing requirements of the overall exterior wall of the amusement venue, and it is easy to deform, posing a safety hazard. Moreover, the volume and area of a single ultra-high exterior structure panel are large. When the panel is installed, the support effect of the secondary steel frame structure on the panel is not good, and the panel is easy to deform and damage. Summary of the Invention

[0005] The purpose of the present invention is to provide a prefabricated wall installation structure with a local reinforcement design. By using two "Y"-shaped reinforcement members to locally reinforce the secondary steel frame structure and the facade panel respectively, the load-bearing capacity of the secondary steel frame structure is improved, so that the secondary steel frame structure and the facade panel are not easily damaged and deformed, and potential safety hazards are eliminated.

[0006] To achieve the above object, the present invention adopts the following technical solutions: An assembled wall installation structure with a local reinforcement design, comprising: a steel skeleton base layer, a first reinforcement member, a wall panel unit, a second reinforcement member, and a hanging member. The steel skeleton base layer includes vertical keels and horizontal keels. The vertical keels are fixedly installed on the base wall, and the horizontal keels are fixedly installed on the vertical keels. A first groove is provided on one side of the horizontal keel facing the vertical keel. The structure of the first reinforcement member is an inverted "Y" shape. The first reinforcement member includes a first leg and second legs symmetrically arranged on both sides of the first leg. The first insertion column on the surface of the first leg is inserted into the first groove, and the second legs are fixedly installed on the vertical keels. Second insertion columns are provided on the surfaces of the second legs and are inserted into the first grooves on the horizontal keels below the first insertion column. The second reinforcement member and the hanging member are fixedly installed on the back of the wall panel unit. The wall panel unit is fixedly installed on the horizontal keel through the hanging member. The second reinforcement member extends between adjacent upper and lower horizontal keels, and the height of the second reinforcement member is equal to the distance between adjacent two horizontal keels.

[0007] As a further description of the above technical solution:

[0008] The included angle between the first leg and any one of the second legs is degrees, and the included angle between the two second legs is 120 degrees.

[0009] As a further description of the above technical solution:

[0010] The structure of the second reinforcement member is a "Y" shape. The second reinforcement member includes a third leg and fourth legs symmetrically arranged on both sides of the third leg.

[0011] As a further description of the above technical solution:

[0012] The included angle between the third leg and any one of the fourth legs is 120 degrees, and the included angle between the two fourth legs is 120 degrees.

[0013] As a further description of the above technical solution:

[0014] A first positioning column is provided on the surface of the first reinforcement member at the intersection of the first leg and the second legs, and a first jack corresponding to the first positioning column is provided on the second reinforcement member.

[0015] As a further description of the above technical solution:

[0016] A second positioning column is provided on the surface of the second reinforcement member at the intersection of the third leg and the fourth legs, and a second jack corresponding to the second positioning column is provided on the first reinforcement member.

[0017] As a further description of the above technical solution:

[0018] The structure of the hanging part is in an "L" shape. The hanging part includes a first plate body and a second plate body perpendicular to the first plate body. The first plate body is fixedly installed on the wall panel unit, and the second plate body is fixedly installed on the horizontal keel through at least one fastener. The rod body of the fastener passes through the second plate body and then inserts into the second groove at the top of the horizontal keel.

[0019] As a further description of the above technical solution:

[0020] Two fasteners are arranged on the second plate body, and one fastener corresponds to one fourth leg.

[0021] In summary, due to the adoption of the above technical solution, the beneficial effects of the present invention are as follows:

[0022] 1. In the present invention, when installing the steel skeleton base layer, the first reinforcement member in an inverted "Y" shape is used to reinforce the places that need to be locally reinforced. On the one hand, the first insertion posts on the surface of the first leg of the first reinforcement member and the second insertion posts on the surfaces of the two second legs form a triangular structure. The first insertion posts and the second insertion posts are inserted into the adjacent upper and lower horizontal keels to provide support for the installation of the horizontal keels. On the other hand, the two sides of the second legs are fixedly installed on the vertical keels to provide support for the installation of the vertical keels. The local reinforcement of the steel skeleton base layer by the first reinforcement member improves the bearing capacity of the steel skeleton base layer, making the steel skeleton base layer not easily damaged or deformed, and eliminating potential safety hazards.

[0023] 2. In the present invention, the fastener on the hanging part on the back of the wall panel unit is threadedly connected to the second plate body, and the rod body of the fastener passes through the second plate body and then inserts into the second groove at the top of the horizontal keel to realize the hanging of the wall panel unit. A second reinforcement member is also arranged on the back of the wall panel unit. On the one hand, the second reinforcement member provides support for the wall panel unit to limit the deformation of the wall panel unit. On the other hand, the second reinforcement member extends between two adjacent horizontal keels, and the height of the second reinforcement member is equal to the distance between the adjacent upper and lower horizontal keels to provide support for the horizontal keels, improving the bearing capacity of the steel skeleton base layer, making the steel skeleton base layer not easily damaged or deformed. BRIEF DESCRIPTION OF THE DRAWINGS

[0024] In order to more clearly illustrate the technical solutions of the embodiments of the present invention, the following will briefly introduce the drawings required for the embodiments. It should be understood that the following drawings only show some embodiments of the present invention, so they should not be regarded as limiting the scope. For those of ordinary skill in the art, without creative efforts, other related drawings can also be obtained based on these drawings.

[0025] Figure 1 It is a schematic structural diagram of an assembled wall installation structure with a local reinforcement design.

[0026] Figure 2 Schematic diagram of the front view of the steel skeleton base layer in an assembled wall installation structure with a local reinforcement design.

[0027] Figure 3 Schematic diagram of the rear view of the steel skeleton base layer in an assembled wall installation structure with a local reinforcement design.

[0028] Figure 4 Schematic diagram of the structure of the first reinforcement member in an assembled wall installation structure with a local reinforcement design.

[0029] Figure 5 Schematic diagram of the structure of the wall panel unit in an assembled wall installation structure with a local reinforcement design.

[0030] Figure 6 Schematic diagram of the insertion connection between the first reinforcement member and the second reinforcement member in an assembled wall installation structure with a local reinforcement design.

[0031] Legend:

[0032] 1. Steel skeleton base layer; 11. Vertical keel; 12. Horizontal keel; 121. First groove; 122. Second groove; 2. First reinforcement member; 21. First support leg; 211. First insertion column; 22. Second support leg; 221. Second insertion column; 3. Wall panel unit; 4. Second reinforcement member; 41. Third support leg; 42. Fourth support leg; 5. Hanging member; 51. First plate body; 52. Second plate body; 6. First positioning column; 7. Second positioning column; 8. Fastener. Detailed implementation manners

[0033] To make the objectives, 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 accompanying drawings in the embodiments of the present invention. Obviously, the described embodiments are some, but not all, of the embodiments of the present invention. Usually, the components of the embodiments of the present invention described and illustrated in the accompanying drawings here can be arranged and designed in various different configurations.

[0034] Therefore, the following detailed description of the embodiments of the present invention provided in the accompanying drawings is not intended to limit the scope of the claimed present invention, but merely represents selected embodiments of the present invention. All other embodiments obtained by those of ordinary skill in the art based on the embodiments of the present invention without creative efforts fall within the scope of protection of the present invention.

[0035] It should be noted that: Similar reference numerals and letters denote similar items in the following drawings. Therefore, once an item is defined in one drawing, it does not need to be further defined and explained in subsequent drawings.

[0036] In the description of the embodiments of the present invention, it should be noted that the orientation or positional relationship indicated by terms such as "upper" and "inner" is based on the orientation or positional relationship shown in the drawings, or the orientation or positional relationship in which the product of the present invention is usually placed during use. It is only for the convenience of describing the present invention and simplifying the description, rather than indicating or implying that the device or element referred to must have a specific orientation, be constructed and operated in a specific orientation, and therefore should not be construed as a limitation to the present invention.

[0037] In the description of the present invention, it should also be noted that unless otherwise clearly specified and defined, the terms "set", "installed", "connected", and "coupled" should be understood in a broad sense. For example, it can be a fixed connection, a detachable connection, or an integral connection; it can be directly connected, or indirectly connected through an intermediate medium, and it can be the communication inside two elements. For those of ordinary skill in the art, the specific meanings of the above terms in the present invention can be understood according to specific circumstances.

[0038] Please refer to Figures 1-6 , the present invention provides a technical solution: an assembled wall installation structure with a local reinforcement design, including: a steel skeleton base layer 1, a first reinforcement member 2, a wall panel unit 3, a second reinforcement member 4, and a hanging member 5. The steel skeleton base layer 1 includes vertical keels 11 and horizontal keels 12. The vertical keels 11 are fixedly installed on the base wall, and the horizontal keels 12 are fixedly installed on the vertical keels 11. A first groove 121 is provided on one side of the horizontal keel 12 facing the vertical keel 11. The structure of the first reinforcement member 2 is an inverted "Y" shape. The first reinforcement member 2 includes a first leg 21 and second legs 22 symmetrically arranged on both sides of the first leg 21. The first insertion post 211 on the surface of the first leg 21 is inserted into the first groove 121, and the second legs 22 are fixedly installed on the vertical keel 11. The second reinforcement member 4 and the hanging member 5 are fixedly installed on the back of the wall panel unit 3. The wall panel unit 3 is fixedly installed on the horizontal keel 12 through the hanging member 5. The second reinforcement member 4 extends between the adjacent upper and lower horizontal keels 12, and the height of the second reinforcement member 4 is equal to the distance between the adjacent two horizontal keels 12. A second insertion post 221 is provided on the surface of the second leg 22, and the second insertion post 221 is inserted into the first groove 121 on the horizontal keel 12 below the first insertion post 211. The first insertion post 211 on the surface of the first leg 21 and the second insertion posts 221 on the surfaces of the two second legs 22 form a triangular structure, providing stable support for the adjacent upper and lower horizontal keels, improving the bearing capacity of the steel skeleton base layer 1, and preventing damage and deformation of the steel skeleton base layer 1.

[0039] The included angle between the first leg 21 and any one of the second legs 22 is 120 degrees, and the included angle between the two second legs 22 is 120 degrees, improving the self-strength of the first reinforcement member 2 and ensuring the support effect on the steel skeleton base layer 1.

[0040] The structure of the second reinforcement member 4 is in a "Y" shape. The second reinforcement member 4 includes a third leg 41 and fourth legs 42 symmetrically arranged on both sides of the third leg 41. The included angle between the third leg 41 and any one of the fourth legs 42 is 120 degrees, and the included angle between the two fourth legs 42 is 120 degrees, which improves the self-strength of the second reinforcement member 4 and ensures the supporting effect on the wall panel unit 3. The first reinforcement member 2 is in an inverted "Y" shape and the second reinforcement member is in a "Y" shape, effectively improving the supporting effect on the horizontal keel 12 and preventing damage and deformation of the steel skeleton base layer 1.

[0041] A first positioning post 6 is provided on the surface of the first reinforcement member 2 at the intersection of the first leg 21 and the second leg 22, and a first jack corresponding to the first positioning post 6 is provided on the second reinforcement member 4. A second positioning post 7 is provided on the surface of the second reinforcement member 4 at the intersection of the third leg 41 and the fourth leg 42, and a second jack corresponding to the second positioning post 7 is provided on the first reinforcement member 2. The first reinforcement member 2 and the second reinforcement member 4 are inserted through the first positioning post 6 and the second positioning post 7 to prevent the wall panel unit 3 from collapsing inward and further prevent damage and deformation of the wall panel unit 3.

[0042] The structure of the hanging member 5 is in an "L" shape. The hanging member 5 includes a first plate body 51 and a second plate body 52 perpendicular to the first plate body 51. The first plate body 51 is fixedly installed on the wall panel unit 3, and the second plate body 52 is fixedly installed on the horizontal keel 12 through at least one fastener 8. The rod body of the fastener 8 passes through the second plate body 52 and is inserted into the second groove 122 at the top of the horizontal keel 12. Two fasteners 8 are provided on the second plate body 52, and the position of one fastener 8 corresponds to one fourth leg 42. The wall panel unit 3 is hung on the horizontal keel 12 through the hanging member 5, and the fourth leg 42 corresponds to the fastener 8, which can provide support for the hanging of the wall panel unit 3 and ensure firm hanging.

[0043] Working principle: When installing the steel skeleton base layer, the first reinforcing member in the shape of an inverted "Y" is used to reinforce the areas that need to be locally reinforced. On the one hand, the first insertion posts on the surface of the first leg of the first reinforcing member and the second insertion posts on the surfaces of the two second legs form a triangular structure. The first insertion posts and the second insertion posts are inserted into the adjacent upper and lower horizontal keels, providing support for the installation of the horizontal keels. On the other hand, the sides of the two second legs are fixedly installed on the vertical keels, providing support for the installation of the vertical keels. The local reinforcement of the steel skeleton base layer by the first reinforcing member improves the bearing capacity of the steel skeleton base layer, making the steel skeleton base layer not easily damaged or deformed, and eliminating potential safety hazards. The fastener on the back hanging member of the wall panel unit is threadedly connected to the second plate body, and the rod body of the fastener passes through the second plate body and then inserts into the second groove at the top of the horizontal keel to achieve the hanging connection of the wall panel unit. A second reinforcing member is also provided on the back of the wall panel unit. On the one hand, the second reinforcing member provides support for the wall panel unit, restricting the deformation of the wall panel unit. On the other hand, the second reinforcing member extends between two adjacent horizontal keels, and the height of the second reinforcing member is equal to the distance between the adjacent upper and lower horizontal keels, providing support for the horizontal keels and improving the bearing capacity of the steel skeleton base layer, making the steel skeleton base layer not easily damaged or deformed.

[0044] The above is only a preferred specific embodiment of the present invention, but the protection scope of the present invention is not limited thereto. Any person skilled in the art within the technical scope disclosed by the present invention, according to the technical solution and inventive concept of the present invention, makes equivalent substitutions or changes, and should be covered within the protection scope of the present invention.

Claims

1. An assembled wall installation structure with a local reinforcement design, characterized in that, Including: A steel skeleton base layer (1), a first reinforcement member (2), a wall panel unit (3), a second reinforcement member (4), and a hanging member (5). The steel skeleton base layer (1) includes vertical keels (11) and horizontal keels (12). The vertical keels (11) are fixedly installed on the base wall, and the horizontal keels (12) are fixedly installed on the vertical keels (11). A first groove (121) is provided on one side of the horizontal keel (12) facing the vertical keel (11). The structure of the first reinforcement member (2) is an inverted "Y" shape. The first reinforcement member (2) includes a first leg (21) and second legs (22) symmetrically arranged on both sides of the first leg (21). A first insertion post (211) on the surface of the first leg (21) is inserted into the first groove (121). The second legs (22) are fixedly installed on the vertical keels (11). A second insertion post (221) is provided on the surface of the second legs (22), and the second insertion post (221) is inserted into the first groove (121) on the horizontal keel (12) below the first insertion post (211). The second reinforcement member (4) and the hanging member (5) are fixedly installed on the back of the wall panel unit (3). The wall panel unit (3) is fixedly installed on the horizontal keel (12) through the hanging member (5). The second reinforcement member (4) extends between two adjacent horizontal keels (12), and the height of the second reinforcement member (4) is equal to the distance between two adjacent upper and lower horizontal keels (12).

2. The prefabricated wall installation structure with a local reinforcement design according to claim 1, characterized in that, The included angle between the first leg (21) and any one of the second legs (22) is 120 degrees, and the included angle between the two second legs (22) is 120 degrees.

3. The prefabricated wall installation structure with a local reinforcement design according to claim 2, characterized in that The structure of the second reinforcement member (4) is a "Y" shape. The second reinforcement member (4) includes a third leg (41) and fourth legs (42) symmetrically arranged on both sides of the third leg (41).

4. A prefabricated wall installation structure with a local reinforcement design according to claim 3, characterized in that, The included angle between the third leg (41) and any one of the fourth legs (42) is 120 degrees, and the included angle between the two fourth legs (42) is 120 degrees.

5. The prefabricated wall mounting structure with a local reinforcement design according to claim 3, characterized in that A first positioning post (6) is provided on the surface of the first reinforcement member (2) at the intersection of the first leg (21) and the second legs (22), and a first jack corresponding to the first positioning post (6) is provided on the second reinforcement member (4).

6. The prefabricated wall installation structure with a local reinforcement design according to claim 3 or 5, characterized in that A second positioning post (7) is provided on the surface of the second reinforcement member (4) at the intersection of the third leg (41) and the fourth legs (42), and a second jack corresponding to the second positioning post (7) is provided on the first reinforcement member (2).

7. A prefabricated wall installation structure with a local reinforcement design according to claim 3, characterized in that, The structure of the hanging member (5) is in an "L" shape. The hanging member (5) includes a first plate body (51) and a second plate body (52) perpendicular to the first plate body (51). The first plate body (51) is fixedly installed on the wall panel unit (3), and the second plate body (52) is fixedly installed on the horizontal keel (12) through at least one fastener (8). The rod body of the fastener (8) passes through the second plate body (52) and then inserts into the second groove (122) at the top of the horizontal keel (12).

8. A prefabricated wall installation structure with a local reinforcement design according to claim 7, characterized in that, Two of the fasteners (8) are arranged on the second plate body (52), and the position of one fastener (8) corresponds to one of the fourth feet (42).

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