Light steel and PC combined wall structure

Abstract

The utility model discloses a light steel and PC combined wall body structure which comprises a concrete base body and a light steel framework embedded in the concrete base body, the light steel framework comprises a transverse framework and a vertical framework which are located on the same plane and arranged in a crossed mode, and hanging connection pieces are arranged on the transverse framework and / or the vertical framework. A first reinforcing mesh parallel to the light steel framework is arranged on at least one side of the light steel framework in the thickness direction of the concrete base body, the first reinforcing mesh is hung on the hanging pieces, and the light steel framework and the first reinforcing mesh are both located in the concrete base body. The device is convenient for automatic processing, suitable for vertical processing technology, high in production efficiency and low in cost.

Description

TECHNICAL FIELD

[0001] The utility model relates to modularization building structure especially light steel and PC combined wall structure. BACKGROUND

[0002] At present, the main assembly type low-rise housing is mainly prefabricated reinforced concrete slab type house (PC structure), in the house structure, most of the domestic and foreign markets adopt PC wallboard, its comfortable and heavy quality is widely accepted in the market. Many PC structures in China are basically similar in node processing, vertical through round hole reinforcing bar or bolt connection, horizontal bolt or grommet is adopted. But they all face two problems: 1, due to the low standardization degree of traditional steel framework, the device is difficult to automatically complete processing, and most of them still adopt manual binding, so that the automatic processing of steel framework is difficult to realize;2, due to the poor rigidity of steel framework, the mainstream technology is to adopt flat beating method, the advantage is that the precision is easy to control, but the land occupation is large, the fixed asset investment of factory building is large, the flatness of the upper surface of wallboard is difficult to control, especially when the sandwich sandwich insulation wallboard is involved, the flat beating process needs to be poured and vibrated twice, the process is complex, the cost is high, and the construction period is long. SUMMARY

[0003] In view of the above-mentioned deficiencies in the prior art, the purpose of the utility model is to provide a light steel and PC combined wall structure to solve the problems of automatic processing difficult to realize, complex process, high cost, low efficiency and long construction period caused by using flat beating process.

[0004] In order to solve the above technical problems, the utility model adopts the technical scheme as follows: a light steel and PC combined wall structure, including concrete base body and light steel framework embedded in the concrete base body, the light steel framework includes horizontal framework and vertical framework arranged in the same plane and intersected, and a hanging piece is arranged on the horizontal framework and / or vertical framework, a first steel mesh parallel to the light steel framework is arranged on at least one side of the light steel framework along the thickness direction of the concrete base body, the first steel mesh is hung on the hanging piece, and the light steel framework and the first steel mesh are located inside the concrete base body.

[0005] As optimization, it further includes a composite steel wire insulation board, the composite steel wire insulation board includes an insulation board and a second steel mesh arranged on at least one side of the insulation board along the thickness direction, the insulation board is fixedly connected with the second steel mesh, and the second steel mesh can be hung on the hanging piece, so that the composite steel wire insulation board and the concrete base body form an integral whole.

[0006] As optimization, it further includes an outer leaf board, which is installed on the side of the composite steel wire insulation board away from the concrete base body.

[0007] As optimization, at least one side of the light steel framework along the width direction of the concrete base body is provided with a vertical connection square tube, and a plurality of connecting bolts or connecting holes are distributed along the length direction of the connection square tube, the connecting bolts can pass through the connecting holes on the connection square tube of the adjacent concrete base body for connection between the adjacent concrete base bodies, and an operation hand hole corresponding to the connecting bolt or the connecting hole is arranged on the connection square tube.

[0008] As optimization, the connection square tube is fixedly arranged on the vertical framework at one side of the light steel framework through a self-tapping screw; the connecting hole is a strip-shaped hole extending in the vertical direction, and correspondingly, the connecting bolt is in L shape, one end of the connecting bolt is fixed on the connection square tube through a nut, and the other end of the connecting bolt extends out of the connection square tube and extends downward and bends.

[0009] As optimization, a plurality of pouring holes are arranged on the transverse framework along the length direction of the transverse framework, and a plurality of connecting holes are arranged on the uppermost transverse framework along the length direction of the transverse framework, respectively for pouring the concrete base body and for connecting with the adjacent floor or wall.

[0010] As optimization, the vertical framework is a C-shaped channel steel, the hanging piece is an L-shaped structure formed by punching and outwardly bending the wing plate of the channel steel, and a plurality of the hanging pieces are distributed in the vertical direction.

[0011] Compared with the prior art, the present application has the following advantages: the steel reinforcement framework in the PC is replaced by a light steel framework and a steel mesh which are convenient for automatic processing and forming, and the hanging piece is arranged on the light steel framework, so that the steel mesh is automatically connected, thereby canceling the combination of the traditional steel reinforcement framework and the tie member, and manual binding is not needed, industrialized automatic mass production is facilitated, labor is saved, efficiency is improved, and cost is reduced. Meanwhile, the light steel framework is easy to be automatically processed and produced, and has large self-stiffness, and is suitable for vertical group pouring, so that the production efficiency is further improved, and the cost is reduced. BRIEF DESCRIPTION OF DRAWINGS

[0012] Figure 1 It is a structural schematic view of the present application;

[0013] Figure 2 It is a structural schematic view of the hanging piece;

[0014] Figure 3 It is a hanging schematic view of the first steel mesh;

[0015] Figure 4 It is a setting schematic view of the connecting bolt and the operation hand hole;

[0016] Figure 5 It is a connecting node schematic view between the adjacent walls;

[0017] Figure 6 It is Figure 5 a top view structural schematic view;

[0018] In the figure: 1 concrete base, 2 transverse framework, 3 vertical framework, 4 first steel mesh, 5 second steel mesh, 6 insulation board, 7 outer board, 8 hanging piece, 9 connecting bolt, 10 operating hand hole, 11 connecting square tube, 12 connecting hole. DETAILED DESCRIPTION

[0019] The utility model will be further described below with the accompanying drawings and examples.

[0020] In order to make the purpose, technical scheme and advantage of the utility model embodiment clearer, the technical scheme in the utility model embodiment will be clearly and completely described below by combining the drawings in the utility model embodiment. Obviously, the described embodiment is a part of the utility model embodiment, rather than all the embodiments. Therefore, the following detailed description of the utility model embodiment provided in the drawings is not intended to limit the scope of the claimed utility model, but only represents the selected embodiment of the utility model. Based on the embodiment in the utility model, all other embodiments obtained by the ordinary skilled person in the art without creative labor belong to the scope of protection of the utility model.

[0021] It should be noted that similar reference numerals and letters refer to like items in the accompanying drawings, and once an item is defined in one drawing, it need not be further defined and explained in subsequent drawings. In the description of the application, it should be explained that the terms "center", "upper", "lower", "left", "right", "vertical", "horizontal", "inner", "outer", and the like indicate the orientation or positional relationship based on the orientation or positional relationship shown in the drawings, or the orientation or positional relationship in which the product of the application is usually placed, and are only for the convenience of describing the application and simplifying the description, and therefore cannot be understood as indicating or implying that the indicated device or element must have a particular orientation, be constructed and operated in a particular orientation, and therefore cannot be understood as limiting the application. In addition, the terms "first", "second", "third", and the like are only used for differentiation and cannot be understood as indicating or implying relative importance. In addition, the terms "horizontal", "vertical", and the like do not mean that the components must be absolutely horizontal or vertical, but can be slightly inclined. For example, "horizontal" only means that its direction is more horizontal relative to "vertical", and does not mean that the structure must be completely horizontal, but can be slightly inclined. In the description of the application, it should also be explained that unless otherwise explicitly specified and limited, the terms "arrangement", "installation", "connection", "connection" should be understood broadly, for example, it can be fixedly connected, or it can be detachably connected, or integrally connected; it can be mechanically connected, or it can be electrically connected; it can be directly connected, or it can be indirectly connected through an intermediate medium; it can be the communication between the two elements inside. For those skilled in the art, the specific meaning of the above terms in the application can be understood according to the specific circumstances.

[0022] Embodiment: see Figures 1-6 A light steel and PC combined wall structure, comprising a concrete base body 1 and a light steel framework embedded in the concrete base body 1, the light steel framework comprising a transverse framework 2 and a vertical framework 3 arranged in the same plane and intersecting each other, and a hanging piece 8 provided on the transverse framework 2 and / or the vertical framework 3, a first steel mesh 4 parallel to the light steel framework is provided on at least one side of the light steel framework along the thickness direction of the concrete base body 1, the first steel mesh 4 is hung on the hanging piece 8, and the light steel framework and the first steel mesh 4 are located inside the concrete base body 1.

[0023] By replacing the steel framework in PC with a light steel framework + steel mesh which is convenient for automatic processing and forming, and providing a hanging piece 8 on the light steel framework, the steel mesh is automatically connected, thereby eliminating the combination of the traditional steel framework + tie member, and manual binding is not required, which is convenient for realizing industrialized automatic mass production, saving labor, improving efficiency, and reducing cost. At the same time, the light steel framework is easy to automatically process and produce, and has large self-stiffness, and is suitable for vertical group pouring, thereby further improving production efficiency and reducing cost.

[0024] When as an outer wall structure, further comprising composite steel wire insulation board 6, the composite steel wire insulation board 6 comprises insulation board 6 and second steel mesh 5 arranged on at least one side of the insulation board 6 along the thickness direction, the insulation board 6 and the second steel mesh 5 are fixedly connected through a connecting structure such as a tie, the tie can adopt a short steel bar or an X-shaped steel bar, one end of which is tied or welded with the second steel mesh, and the other end is directly inserted into the insulation board 6, and the second steel mesh 5 can be hung on the hanging part 8, so that the composite steel wire insulation board 6 forms an integral whole with the concrete base body 1, the composite steel wire insulation board 6 is a product that is good in integrity, easy to install, and convenient for automatic assembly and production.

[0025] Further comprising inner and / or outer leaf board 7, the outer leaf board 7 is installed on the side of the composite steel wire insulation board 6 away from the concrete base body 1, and the inner leaf board is installed on the side of the concrete base body 1 away from the composite steel wire insulation board 6, which can adopt a demountable board structure, and acts as a formwork when pouring the concrete base body 1, further improving production efficiency. Specifically, the outer leaf board 7 and the inner leaf board can be connected with the light steel framework or the first and second steel meshes through connecting parts (such as nails or screws, etc.), or be adhesively connected with the concrete base body 1 or the insulation board 6 through cementing material, and the connecting mode can be selected according to actual requirements and strength requirements.

[0026] Specifically, in order to facilitate installation, a vertically arranged connecting square tube 11 is installed on at least one side of the light steel framework along the width direction of the concrete base body 1, and a plurality of connecting bolts 9 or connecting holes 12 are distributed on the connecting square tube 11 along the length direction thereof, the connecting bolts 9 can pass through the connecting holes 12 on the connecting square tube 11 of the adjacent concrete base body 1, and are used for connecting between the adjacent concrete base bodies 1, and an operation hand hole 10 corresponding to the connecting bolt 9 or the connecting hole 12 is formed on the connecting square tube 11. Specifically, the connecting square tube 11 is fixedly installed on the vertical framework 3 on one side of the light steel framework through self-tapping nails. The connecting hole 12 is a strip-shaped hole extending in the vertical direction, and correspondingly, the connecting bolt 9 is L-shaped, one end of which is fixed on the connecting square tube 11 through a nut, and the other end extends out of the connecting square tube 11 and extends downward after being bent. As shown in Figure 5 When two concrete base bodies 1 are connected, the connecting bolt 9 of one of the concrete base bodies 1 moves downward after passing through the connecting hole 12, so that the other end of the connecting bolt 9 abuts against the inner wall of the connecting square tube 11 of the adjacent concrete base body 1, realizing quick hanging connection, and then the operation hand hole 10 and the fastening nut are used for fastening, and finally the connection between the two concrete base bodies 1 is completed.

[0027] A plurality of pouring holes and connecting holes 12 are formed on the transverse framework 2 along the length direction thereof, and are respectively used for pouring the concrete base body 1 and connecting with the adjacent floor or wall.

[0028] The vertical framework 3 is a C-shaped channel steel, and the hanging pieces 8 are L-shaped structures formed by punching and outwardly bending on the wing plates of the channel steel and are distributed vertically.

[0029] In summary, the present application replaces the steel reinforcement framework in the PC with a light steel framework that can be automatically processed and formed, and a steel mesh, and focuses on converting the sandwich core wallboard from the original scattered parts, such as steel bars, insulation boards, and tie members, which are manually combined, into the combination of industrial products, such as light steel frameworks, steel mesh sheets, and composite steel reinforced insulation boards, so as to realize industrialized automatic mass production, save labor, improve efficiency, and reduce costs. It is worth mentioning that the wallboard is similar to the light steel structure, but the structure stress is completely different. The light steel is mainly used for stress with steel keels, while the present structure is a steel reinforced concrete structure, which only replaces the original steel bars with light steel for automatic production. More importantly, the light steel structure separates the beams and the floor slabs, resulting in a decrease in net height and weak rigidity, and low market acceptance. The present structure is combined with the reinforced concrete floor slabs. In short, the present structure belongs to the reinforced concrete structure, while the light steel belongs to the steel structure, and is more suitable for the vertical production process of the wallboard. The light steel keel equipment produces the keels, the keels are assembled into a frame, the composite steel wire insulation board that is preformed is hung on the light steel keel, and the single-layer steel mesh is hung on the other side of the keel, forming a combined framework of the steel mesh + light steel framework + composite steel wire insulation board. The combined framework is placed in the vertical group mold, and the concrete is poured and vibrated to form the wall structure. In the present embodiment, the outer wall is divided into a structure layer 130 mm + an insulation layer 70-100 mm + an outer leaf layer 5 mm, and the inner wall only retains the structure layer, which is more suitable and flexible.

[0030] Finally, it should be noted that the above embodiments are only used to illustrate the technical solutions of the present application but not to limit the technical solutions. Those skilled in the art should understand that the technical solutions of the present application can be modified or replaced equivalently without departing from the spirit and scope of the present application, and should be covered in the scope of the claims of the present application.

Claims

1. A light steel and PC combined wall structure, characterized in that, The light steel skeleton is embedded in the concrete base and includes horizontal skeleton and vertical skeleton arranged in the same plane and cross each other, and the hanging piece is arranged on the horizontal skeleton and / or vertical skeleton, the first steel mesh parallel to the light steel skeleton is arranged on at least one side of the light steel skeleton along the thickness direction of the concrete base, the first steel mesh is hung on the hanging piece, and the light steel skeleton and the first steel mesh are located in the concrete base.

2. The light steel and PC combined wall structure according to claim 1, characterized in that: The composite steel wire insulation board includes the insulation board and the second steel mesh arranged on at least one side of the insulation board along the thickness direction, the second steel mesh is fixedly connected with the insulation board, and the second steel mesh is hung on the hanging piece, so that the composite steel wire insulation board and the concrete base form an integral whole.

3. The light steel and PC combined wall structure according to claim 2, characterized in that: The outer board is installed on the side of the composite steel wire insulation board away from the concrete base.

4. The light steel and PC combined wall structure according to claim 1, characterized in that: The connection square tube is vertically arranged on both sides of the light steel skeleton along the width direction of the concrete base, a plurality of connection bolts or connection holes are distributed on the connection square tube along the length direction of the connection square tube, the connection bolt can pass through the connection hole on the connection square tube of the adjacent concrete base, and the operation hand hole corresponding to the connection bolt or the connection hole is arranged on the connection square tube.

5. The light steel and PC combined wall structure according to claim 4, characterized in that: The connection square tube is fixedly installed on the vertical skeleton on one side of the light steel skeleton through the self-tapping nail, the connection hole is a strip hole extending along the vertical direction, and correspondingly, the connection bolt is in L shape, one end of the connection bolt is fixed on the connection square tube through a nut, and the other end of the connection bolt extends out of the connection square tube and extends downward and bends.

6. The light steel and PC combined wall structure according to claim 1, characterized in that: A plurality of pouring holes are arranged on the horizontal skeleton along the length direction of the horizontal skeleton, and a plurality of connection holes are arranged on the uppermost horizontal skeleton along the length direction of the horizontal skeleton, and the pouring holes and the connection holes are respectively used for pouring the concrete base and connecting with the adjacent floor or wall.

7. The light steel and PC combined wall structure according to claim 1, characterized in that: The vertical skeleton is a C-shaped channel steel, the hanging piece is an L-shaped structure formed by punching and outwardly bending the wing plate of the channel steel, and a plurality of hanging pieces are vertically distributed.

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