CN221702803U - Light filling block rib type wallboard structure - Google Patents

Abstract

A light filling block rib type wallboard structure comprises a transverse steel reinforcement framework, a longitudinal steel reinforcement framework, a light filling plate, a concrete layer and a pre-buried batten; the transverse reinforcement cages are arranged at the upper part and the lower part of the wallboard structure; the longitudinal steel reinforcement frameworks are arranged at the left side and the right side of the wallboard structure; the transverse steel bar framework and the longitudinal steel bar framework are both truss structures; the light filling plate is filled on the plate surface of the light filling block rib type wallboard structure; the embedded battens are arranged at the left side and the right side of the light filling block rib type wallboard structure; concrete layer is poured at the bottoms of the light filling plates, the transverse reinforcement frameworks and the longitudinal reinforcement frameworks and around the light filling plates; the concrete wrapped on the transverse reinforcement cage and the transverse reinforcement cage form a transverse rib together; the concrete wrapped on the longitudinal steel reinforcement framework and the longitudinal steel reinforcement framework form longitudinal ribs together. The utility model aims to solve the technical problems of large dead weight, poor heat insulation and complex connection mode of the traditional rib wallboard.

Description

A lightweight filled block ribbed wall panel structure

Technical Field

The utility model belongs to the technical field of building engineering, and particularly relates to a light-weight filling block rib-type wallboard structure.

Background Art

Traditional ribbed wall panels are a common building structural element and are available in the following forms: Exterior wall panels: The exterior of ribbed wall panels are usually made of precast concrete panels to protect the interior structure and provide an exterior effect. These exterior wall panels can have different designs, colors, and textures to meet architectural and aesthetic requirements. Interior wall panels: Inside the ribbed wall panels, there are usually a series of longitudinal precast concrete ribs; the arrangement of these longitudinal ribs forms the rib structure of the wall, providing strength and rigidity to the wall. Transverse connecting beams: The longitudinal ribs are connected by transverse connecting beams (also called cross beams or connecting beams) to increase the stability and load-bearing capacity of the entire wall; these transverse connecting beams are usually located at the bottom, top, or middle of the ribs. Prestressing or reinforcement: In order to increase the load-bearing capacity and seismic performance of ribbed wall panels, prestressing or reinforcement is usually used. Prestressing or reinforcement can be embedded in the longitudinal ribs and transverse connecting beams to provide additional strength and stability. Insulation and sound insulation layer: Insulation and sound insulation layer are usually set inside the ribbed wall panel to improve the thermal insulation and sound insulation performance of the wall. These layers can be insulating materials, sound insulation materials or composite materials. Although traditional ribbed wall panels are widely used in many applications, they also have some defects: 1. Large dead weight: Traditional concrete ribbed panels have a large dead weight, which brings additional load and difficulties to the supporting structure and foundation construction. 2. Poor thermal insulation: Traditional ribbed wall panels mostly use steel bars and concrete as raw materials, and the concrete ribbed panels made of them have poor thermal insulation performance. 3. Complex connection operation: When connecting traditional concrete ribbed panels, it is usually necessary to drill holes in the concrete slab, and the operation method is relatively complicated.

Utility Model Content

The utility model aims to provide a lightweight filling block ribbed wall panel structure, which aims to solve the technical problems of heavy deadweight, poor heat insulation and complicated connection of traditional ribbed wall panels.

To achieve the above purpose, the utility model adopts the following technical solutions.

A lightweight infill block ribbed wall panel structure, comprising a transverse steel bar skeleton, a longitudinal steel bar skeleton, a lightweight infill panel and a concrete layer: also comprising pre-buried wood; the transverse steel bar skeleton is arranged at the upper and lower parts of the wall panel structure; the longitudinal steel bar skeleton is arranged at the left and right sides of the wall panel structure, and the adjacent longitudinal steel bar skeletons are correspondingly connected to the transverse steel bar skeleton; the transverse steel bar skeleton and the longitudinal steel bar skeleton are both truss structures, and the transverse steel bar skeleton and the longitudinal steel bar skeleton both include upper chord steel bars and lower chord steel bars; there is one upper chord steel bar, which is arranged along the long axis of the transverse steel bar skeleton or the longitudinal steel bar skeleton; there are two lower chord steel bars, which are respectively arranged below the upper chord steel bar, and the two lower chord steel bars and one upper chord steel bar are arranged in a triangle; between the upper chord steel bar and Web reinforcement is arranged between the two lower chord steel bars respectively; the web reinforcement is in a wavy line shape and is connected between the upper chord steel bar and the corresponding lower chord steel bar through the entire length; the lightweight filling plate is filled on the plate surface of the lightweight filling block rib wall panel structure and is located between adjacent longitudinal steel bar skeletons; the embedded wooden squares are arranged on the left and right sides of the lightweight filling block rib wall panel structure; the concrete layer is cast on the bottom of the lightweight filling plate, the transverse steel bar skeleton and the longitudinal steel bar skeleton and around the lightweight filling plate; the concrete wrapped on the transverse steel bar skeleton and the transverse steel bar skeleton together form transverse ribs; the concrete wrapped on the longitudinal steel bar skeleton and the longitudinal steel bar skeleton together form longitudinal ribs; the top surfaces of the transverse ribs and the longitudinal ribs are flush with the top surface of the lightweight filling plate; a decorative panel is arranged on the top of the lightweight filling plate.

Preferably, a door opening is left on the lightweight filling block rib wall panel structure; longitudinal steel trusses are respectively arranged in the lightweight filling block rib wall panel structure on both sides of the door opening; the transverse steel frame at the lower part of the lightweight filling block rib wall panel structure is disconnected at the door opening position; and transverse steel trusses are arranged at the top of the door opening and between the longitudinal steel trusses on both sides of the door opening.

Preferably, the embedded wooden planks are provided on one side of the door opening at a connection position corresponding to the partition wall.

Preferably, the top of the web reinforcement is welded to the upper chord reinforcement, and the bottom of the web reinforcement is welded to the upper chord reinforcement.

Preferably, holes are provided at the bottom of the lightweight filling block rib wall panel structure and at lateral intervals; operation grooves are provided at the lower part of the board surface of the lightweight filling block rib wall panel structure and at the positions corresponding to the holes; and the operation grooves are connected to the holes.

Preferably, the lightweight filling board is made of ALC board or XPS board.

Compared with the prior art, the utility model has the following characteristics and beneficial effects.

1. The utility model has the characteristics of light weight and high strength, thermal insulation, long service life, high turnover rate, thermal insulation, good energy-saving effect, and good living experience. It can solve the technical defects related to the current modular housing; and the utility model can realize standardization and achieve efficient and rapid installation on site.

2. The utility model provides ribs on the wall panels, and the provision of the ribs can increase the bending bearing capacity and overall strength of the panels; in addition, the presence of the ribs can disperse the force acting on the wall panels, thereby increasing the rigidity and stability of the wall panels, thereby improving the overall force-bearing performance of the wall panels.

3. The utility model pre-embeds wood in the wall panel ribs, and the pre-embedded connecting wood can increase the overall strength of the concrete slab. The wood is tightly combined with the concrete slab to provide additional support and reinforcement in the horizontal and vertical directions, thereby increasing the force-bearing capacity of the concrete slab, making it more solid and durable; in addition, the setting of the wood avoids direct holes in the concrete slab that cause concrete cracking and other damage, and facilitates the connection between adjacent wall panels.

4. The transverse steel bar skeleton and the longitudinal steel bar skeleton in the wall panel of the utility model both adopt a truss structure, which can greatly reduce the amount of steel used; the truss structure steel bar skeleton forms a three-dimensional grid structure, which can effectively utilize steel, reducing material consumption while ensuring strength and stability.

BRIEF DESCRIPTION OF THE DRAWINGS

The utility model is further described in detail below in conjunction with the accompanying drawings.

FIG1 is a schematic structural diagram of a transverse steel bar skeleton and a longitudinal steel bar skeleton of the present invention.

FIG. 2 is a schematic diagram of the structure during construction of step three in the embodiment.

FIG. 3 is a schematic diagram of the structure of the utility model after a steel wire mesh is laid on top of the lightweight filling plate.

FIG. 4 is a schematic diagram of the structure in which step five of the embodiment is completed.

FIG. 5 is a schematic diagram of the structural layers of the lightweight filling block ribbed wall panel structure in the present invention.

Figure numerals: 1-transverse steel frame, 2-longitudinal steel frame, a-upper chord steel, b-lower chord steel, c-web reinforcement, 3-lightweight filling plate, 4-concrete layer, 5-embedded wood, 6-transverse ribs, 7-longitudinal ribs, 8-decorative panel, 9-door opening, 10-longitudinal steel truss, 11-transverse steel truss, 12-holes, 13-operating groove, 14-wire mesh, 15-wall panel mold.

DETAILED DESCRIPTION

As shown in Figures 1 to 5, this lightweight filled block rib wall panel structure includes a transverse steel frame 1, a longitudinal steel frame 2, a lightweight filled board 3 and a concrete layer 4; it also includes a pre-buried wood 5; the transverse steel frame 1 is arranged at the upper and lower parts of the wall panel structure; the longitudinal steel frame 2 is arranged on the left and right sides of the wall panel structure, and the adjacent longitudinal steel frames 2 and transverse steel frames 1 are connected correspondingly; the transverse steel frame 1 and the longitudinal steel frame 2 are both truss structures, and the transverse steel frame 1 and the longitudinal steel frame 2 both include an upper chord steel bar a and a lower chord steel bar b; there is one upper chord steel bar a, which is arranged along the long axis of the transverse steel frame 1 or the longitudinal steel frame 2; there are two lower chord steel bars b, which are arranged respectively below the upper chord steel bar a, and the two lower chord steel bars b and one upper chord steel bar a are arranged in a triangle; at the upper chord Web reinforcement c is respectively arranged between the steel bar a and the two lower chord steel bars b; the web reinforcement c is in a wavy line shape and is connected between the upper chord steel bar a and the corresponding lower chord steel bar b; the lightweight filling plate 3 is filled on the plate surface of the lightweight filling block rib wall panel structure and is located between adjacent longitudinal steel bar skeletons 2; the embedded wooden squares 5 are arranged on the left and right sides of the lightweight filling block rib wall panel structure; the concrete layer 4 is cast on the bottom of the lightweight filling plate 3, the transverse steel bar skeleton 1 and the longitudinal steel bar skeleton 2 and around the lightweight filling plate 3; the concrete wrapped on the transverse steel bar skeleton 1 and the transverse steel bar skeleton 1 together form transverse ribs 6; the concrete wrapped on the longitudinal steel bar skeleton 2 and the longitudinal steel bar skeleton 2 together form longitudinal ribs 7; the top surfaces of the transverse ribs 6 and the longitudinal ribs 7 are flush with the top surface of the lightweight filling plate 3; a decorative panel 8 is arranged on the top of the lightweight filling plate 3.

In this embodiment, a door opening 9 is left on the lightweight filling block rib wall panel structure; longitudinal steel trusses 10 are respectively arranged on both sides of the door opening 9 in the lightweight filling block rib wall panel structure; the transverse steel frame 1 at the lower part of the lightweight filling block rib wall panel structure is disconnected at the door opening 9; transverse steel trusses 11 are arranged at the top of the door opening 9 and between the longitudinal steel trusses 10 on both sides of the door opening 9; the structure of the transverse steel trusses 11 is the same as that of the transverse steel frame 1, both of which are truss structures; the structure of the longitudinal steel trusses 10 is the same as that of the longitudinal steel frame 2, both of which are truss structures.

In this embodiment, the concrete wrapped on the transverse steel truss 11 and the transverse steel truss 11 together form the transverse rib 6; the concrete wrapped on the longitudinal steel truss 10 and the longitudinal steel truss 10 together form the longitudinal rib 7.

In this embodiment, the embedded wooden beams 5 are arranged on one side of the door opening 9, at the connection position corresponding to the partition wall; the embedded wooden beams 5 arranged on the left and right sides of the lightweight filling block rib wall panel structure are located above the longitudinal steel bar skeleton 2, and the embedded wooden beams 5 are cast in the concrete layer 4; the embedded wooden beams 5 arranged at the connection position with the partition wall are cast in the concrete layer 4; the top surface of the embedded wooden beams 5 is flush with the top surface of the concrete layer 4.

In this embodiment, the top of the web reinforcement c is welded to the upper chord reinforcement a, and the bottom of the web reinforcement c is welded to the upper chord reinforcement a.

In this embodiment, holes 12 are left at lateral intervals at the bottom of the lightweight filling block rib wall panel structure; operation grooves 13 are respectively provided at the positions corresponding to the holes 12 at the lower part of the board surface of the lightweight filling block rib wall panel structure; and the operation grooves 13 are connected to the holes 12.

In this embodiment, the lightweight filling board 3 is made of ALC board or XPS board; the decorative board 8 is made of calcium silicate board.

In this embodiment, a steel mesh 14 is laid on the top of the lightweight filling plate 3 , and the steel mesh 14 is cast in the concrete layer 4 .

In this embodiment, ALC board is the abbreviation of autoclaved aerated concrete, which is made of fly ash, cement, lime, etc. as main raw materials, and is formed into a porous concrete molded board through high-pressure steam curing. ALC board is light and high-strength, and has good thermal insulation performance. When a reasonable thickness is used, it can be used in cold areas with high insulation requirements, and can also be used in hot summer and warm winter areas with high insulation requirements, meeting energy-saving standards. At the same time, ALC board has good sound insulation performance, the material itself is a non-combustible inorganic material, and has good antifreeze and anti-seepage properties. The most important thing is that ALC board can be industrially produced, has a complete supporting application system, is equipped with special connectors, grouts, etc., and has a series of advantages such as simple construction and low cost. The scientific name of XPS insulation board is extruded polystyrene foam for insulation. It is made of polystyrene resin as raw material, other raw materials and polymers, and is made by extrusion and compression molding. It has a perfect closed-cell honeycomb structure, which makes the XPS insulation board have extremely low water absorption (almost no water absorption), low thermal conductivity (the closed-pore rate of its structure reaches more than 99%, forming a vacuum layer to avoid air flow and heat dissipation, ensuring its long-lasting and stable thermal insulation performance), high pressure resistance (can withstand the ground load of various systems, widely used in geothermal projects, highways, airport runways, large cold storage and interior decoration insulation, etc.), anti-aging (almost no aging and decomposition under normal use), lightweight (easy to cut and transport, not easy to break, easy to install), and environmentally friendly (stable chemical properties, no volatile harmful substances, harmless to the human body, production raw materials use environmentally friendly materials, and do not produce any industrial pollution).

In this embodiment, the construction method of this lightweight filling block rib wall panel structure includes the following steps.

Step 1: making the wall panel mould 15.

Step 2: Place the transverse steel bar skeleton 1, the longitudinal steel bar skeleton 2, the longitudinal steel bar truss 10 and the transverse steel bar truss 11.

Step three: lay the lightweight filling board 3 and reserve the operation groove 13.

Step 4: Lay the steel wire mesh 14 on top of the lightweight filling plate 3.

Step 5: Laying the pre-buried wood 5 and pouring the concrete layer 4 so that the top surface of the concrete layer 4 is flush with the top surface of the wood.

Step six, installation of the decorative panel 8, the construction is now completed.

The above embodiments are not exhaustive of specific implementation methods, and there may be other embodiments. The purpose of the above embodiments is to illustrate the utility model rather than to limit the protection scope of the utility model. All applications derived from simple changes of the utility model fall within the protection scope of the utility model.

Claims (6)

1. A lightweight infill block ribbed wall panel structure, comprising a transverse steel bar skeleton (1), a longitudinal steel bar skeleton (2), a lightweight infill panel (3) and a concrete layer (4); characterized in that: it also comprises pre-buried wood (5); the transverse steel bar skeleton (1) is arranged at the upper and lower parts of the wall panel structure; the longitudinal steel bar skeleton (2) is arranged at the left and right sides of the wall panel structure, and adjacent longitudinal steel bar skeletons (2) and transverse steel bar skeletons (1) are connected correspondingly; the transverse steel bar skeleton (1) and the longitudinal steel bar skeleton (2) are both truss structures, and the transverse steel bar skeleton (1) and the longitudinal steel bar skeleton (2) both comprise upper chord steel bars (a) and lower chord steel bars (b); there is one upper chord steel bar (a) which is arranged along the long axis of the transverse steel bar skeleton (1) or the longitudinal steel bar skeleton (2); there are two lower chord steel bars (b) which are arranged respectively below the upper chord steel bars (a), and the two lower chord steel bars (b) and one upper chord steel bar (a) are arranged in a triangle; A web (c) is arranged between the upper chord steel bars (a) and the two lower chord steel bars (b); the web (c) is in a wavy line shape and is connected between the upper chord steel bars (a) and the corresponding lower chord steel bars (b); the lightweight filling plate (3) is filled on the plate surface of the lightweight filling block ribbed wall plate structure and is located between adjacent longitudinal steel bar skeletons (2); the embedded wood (5) is arranged on the left and right sides of the lightweight filling block ribbed wall plate structure; the concrete layer (4) is poured on the bottom of the lightweight filling plate (3), the transverse steel bar skeleton (1) and the longitudinal steel bar skeleton (2) and around the lightweight filling plate (3); the concrete wrapped on the transverse steel bar skeleton (1) and the transverse steel bar skeleton (1) together form transverse ribs (6); the concrete wrapped on the longitudinal steel bar skeleton (2) and the longitudinal steel bar skeleton (2) together form longitudinal ribs (7); the top surfaces of the transverse ribs (6) and the longitudinal ribs (7) are flush with the top surface of the lightweight filling plate (3); and a decorative panel (8) is arranged on the top of the lightweight filling plate (3). 2. The lightweight filled block rib wall panel structure according to claim 1 is characterized in that: a door opening (9) is left on the lightweight filled block rib wall panel structure; longitudinal steel trusses (10) are respectively arranged in the lightweight filled block rib wall panel structure on both sides of the door opening (9); the transverse steel frame (1) at the lower part of the lightweight filled block rib wall panel structure is disconnected at the door opening (9); and transverse steel trusses (11) are arranged at the top of the door opening (9) and between the longitudinal steel trusses (10) on both sides of the door opening (9). 3. The lightweight filling block ribbed wall panel structure according to claim 2, characterized in that the embedded wood (5) is arranged on one side of the door opening (9) at a connection position corresponding to the partition wall. 4. The lightweight filled block rib wall panel structure according to claim 1 is characterized in that the top of the web reinforcement (c) is welded to the upper chord reinforcement (a), and the bottom of the web reinforcement (c) is welded to the upper chord reinforcement (a). 5. The lightweight filling block rib wall panel structure according to claim 1 is characterized in that: holes (12) are provided at the bottom of the lightweight filling block rib wall panel structure and at intervals along the horizontal direction; operation grooves (13) are provided at the lower part of the panel surface of the lightweight filling block rib wall panel structure and at positions corresponding to the holes (12); and the operation grooves (13) are connected to the holes (12). 6. The lightweight filling block rib wall panel structure according to claim 1, characterized in that the lightweight filling panel (3) is made of ALC board or XPS board.