Modularized assembly type self-heat-preservation steel mesh wall

Abstract

The utility model provides a modular assembly type self-heat-preservation steel mesh wall, which belongs to the field of assembly type buildings, and is characterized in that corrugated steel meshes are clamped on two sides of an insulation board, so that the clamping of light steel keels is avoided, and the insulation board is used as a mounting structure of the corrugated steel meshes; the longitudinal and transverse tie bars are used for structural reinforcement and prestress arrangement, so that the structural strength is improved; the structure of the whole batten wall is light, manual lifting and mounting are facilitated, the work of laying the corrugated steel meshes on the two sides of the heat preservation plate is carried out in a factory, mechanical production can be achieved in the factory, and the prefabrication degree is high.

Description

Technical Field

[0001] The utility model belongs to the field of assembled buildings, and in particular relates to a modular assembled self-insulating steel mesh wall. Background Art

[0002] Sandwich panels usually include an outer panel and an inner insulation board. Compared with traditional brick walls, sandwich panels can reduce the load on the house structure and reduce construction costs. However, the structural strength of traditional sandwich panels is not enough. Currently, sandwich panels with light steel keels as the skeleton are mostly used on the market. It uses light steel keels as the skeleton, and then puts steel wire mesh on both sides, and then sprays. This structure has the following disadvantages:

[0003] 1. The on-site construction costs are high, because the light steel keel needs to be supported on-site, and the wire mesh is tied or nailed to the light steel keel, so the on-site labor construction cost is high and the cost is high;

[0004] 2. It is necessary to spray the steel mesh on site. When spraying, the steel mesh is mostly wavy. The implementation standard is to spray out a wavy hollow cavity, that is, a hollow cavity is formed inside the wavy steel mesh (refer to the standard "03J112 Hollow Inner Mold Metal Mesh Cement Internal Partition Wall"); so during on-site construction, cement mortar must be used to fill the concave part of the wavy metal mesh first; then the convex part is sprayed with plaster to fill the mesh; finally, plaster is filled to form a panel; this standard has too many structural process steps, and it cannot be controlled during spraying, so mortar will enter the hollow cavity, making it difficult to achieve the goal of the cavity; resulting in a waste of cement mortar, that is, the original intention is to form a hollow cavity, but during actual construction, a large amount of cement mortar will still flow into the cavity, so the effect of the cavity cannot be achieved, but a lot of cement mortar is wasted.

[0005] Therefore, it is necessary to propose a sandwich slat wall with simple structure, few on-site processes, high construction efficiency and high prefabrication standard.

[0006] It should be noted that the information disclosed in the background technology section of the utility model is only intended to deepen the understanding of the general background technology of the utility model, and should not be regarded as an admission or suggestion in any form that the information constitutes prior art already known to those skilled in the art. Utility Model Content

[0007] One purpose of the utility model is to provide a sandwich slat wall with a simple structure and a high prefabrication standard.

[0008] In order to solve the above-mentioned first purpose, the utility model first provides a modular assembled self-insulating steel mesh wall, which is installed in the frame structure of the building main body, and is characterized by comprising:

[0009] Insulation board;

[0010] A plurality of corrugated steel meshes are respectively installed on two sides of the insulation board, and vertical and horizontal installation grooves are formed on the two sides respectively;

[0011] Longitudinal and transverse tie bars, the longitudinal and transverse tie bars are correspondingly located in the longitudinal and transverse installation grooves, and the ends of the longitudinal and transverse tie bars are formed with embedded reinforcement sections implanted in the frame structure;

[0012] The outer covering layer is formed on both sides of the insulation board and at least covers the corrugated steel mesh and the longitudinal and transverse tie bars.

[0013] Preferably, the longitudinal and transverse mounting grooves include a longitudinal mounting groove and a transverse mounting groove; when the corrugated steel mesh has a transverse extending direction, the trough of the corrugated steel mesh is defined as the longitudinal mounting groove, and a plurality of corrugated steel meshes are arranged at least longitudinally to form transverse mounting grooves between the longitudinally adjacent corrugated steel meshes.

[0014] Preferably, the longitudinal and transverse mounting grooves include a longitudinal mounting groove and a transverse mounting groove; when the corrugated steel mesh has a longitudinal extending direction, the trough of the corrugated steel mesh is defined as the transverse mounting groove, and a plurality of corrugated steel meshes are arranged at least laterally to form the longitudinal mounting groove between the laterally adjacent corrugated steel meshes.

[0015] Preferably, the troughs and / or crests of the corrugated steel mesh are fixed to the insulation board.

[0016] Preferably, a mesh plate installation groove is provided at a position of the insulation plate corresponding to the trough of the corrugated steel mesh, the trough is embedded in the mesh plate installation groove, and self-leveling concrete is poured in the mesh plate installation groove.

[0017] Preferably, the corrugated steel mesh is mounted on the insulation board through a mesh mounting member; the mesh mounting member comprises:

[0018] An installation tube body, the installation tube body is inserted into the insulation board; the installation tube body comprises an inner tube, an outer tube and a plurality of blades, the inner tube and the outer tube are connected and fixed by the blades to form a hub-shaped structure;

[0019] The fixed plug rod at least comprises a rod body and a cap body. The rod body is inserted into the inner tube after passing through the mesh of the corrugated steel mesh, and the cap body presses the corrugated steel mesh onto the insulation board.

[0020] Preferably, the frame structure is a beam-column frame structure; the insulation board is also provided with angle steels pre-fixed to the frame structure; the angle steels at least fix the beams of the beam-column frame structure.

[0021] The technical effects of the above technical solution of the utility model come from one or more of the following combinations:

[0022] The present application eliminates the need for light steel keels by clamping corrugated steel meshes on both sides of the insulation board, and uses the insulation board as the installation structure for the corrugated steel meshes. The longitudinal and transverse tie bars are used for structural reinforcement and prestressing to improve the structural strength. This makes the structure of the overall slat wall lighter and more convenient for manual transportation and installation. The most important thing is that the work of laying the corrugated steel meshes on both sides of the insulation board is done in the factory, which can carry out mechanized production with a high degree of prefabrication.

[0023] The structure of modular assembled self-insulating steel mesh wall is completed entirely in the factory, with little on-site construction. The outer covering layer can be directly formed by spraying, which can save the labor cost of on-site construction and reduce the difficulty of installation.

[0024] The longitudinal and transverse tie bars are installed in conjunction with the longitudinal and transverse installation grooves formed by multiple corrugated steel meshes. No additional settings are required, and the spatiality of the structure is more reasonable.

[0025] A mesh installation groove is set on the insulation board, and the trough of the corrugated steel mesh is embedded in the insulation board through self-leveling concrete, thereby realizing an installation method of the corrugated steel mesh. On the one hand, the self-leveling concrete provides a stiffening rib for the insulation board, making the structure more rigid; on the other hand, it eliminates the need to open holes in the insulation board, thereby eliminating damage to the insulation board (the traditional installation of tension members requires opening holes in the insulation board).

[0026] By setting the mesh plate installation part, the installation tube body of the mesh plate installation part is inserted and fixed on the insulation board, and then the corrugated steel mesh is installed by pressing and buckling through the fixing plug rod; the structure is simple and the damage to the insulation board is small. At the same time, the inner tube transfers the concentrated force of the steel mesh to the outer tube through the hub-shaped installation tube body. Since the contact area between the outer tube and the insulation board is large, the situation stress is small, which avoids the damage of the insulation board.

[0027] The use of corrugated steel mesh prevents it from fitting tightly against the insulation board, so that the crests are separated from the insulation board. After the outer covering layer is formed by spraying, the corrugated steel mesh is located in the middle of the cement mortar layer after spraying, rather than on the surface, or in other words, it is not attached to the insulation board; and in the middle of the outer covering layer, it plays a better structural reinforcement role.

[0028] Rebar embedding sections are formed at both ends of the longitudinal and transverse tie bars. Rebar embedding holes are opened on the beam-column frame structure, and the longitudinal and transverse tie bars are prestressed and then embedded, so that the rigidity of the outer covering layer and the entire slat wall can be improved. BRIEF DESCRIPTION OF THE DRAWINGS

[0029] Figure 1 A structural schematic diagram of the prefabricated part in the utility model is expressed.

[0030] Figure 2 The schematic diagram of the prefabricated structure of one of the strips of the modular assembled self-insulating steel mesh wall of the utility model is expressed.

[0031] Figure 3 A structural schematic diagram of the corrugated steel mesh and the insulation board in the utility model is expressed.

[0032] Figure 4 Another structural schematic diagram of the corrugated steel mesh and the insulation board in the utility model is expressed.

[0033] Figure 5 A schematic diagram of the installation nodes of the mesh panel mounting member of the utility model is expressed.

[0034] Figure 6 The schematic diagram of the structure of the modular assembled self-insulating steel mesh wall in the utility model is expressed.

[0035] Figure 7 The installation node diagram of the modular assembled self-insulating steel mesh wall in the utility model is expressed.

[0036] Figure 8 The installation effect diagram of the modular assembled self-insulating steel mesh wall in the utility model is expressed.

[0037] Fig. 9 A structural schematic diagram of the mesh plate mounting component of the utility model is expressed. DETAILED DESCRIPTION

[0038] The following description is given to enable those skilled in the art to implement and use the utility model and incorporate it into specific application contexts. Various modifications, as well as various uses in different applications will be readily apparent to those skilled in the art, and the general principles defined herein are applicable to a wide range of embodiments. Thus, the utility model is not limited to the embodiments given herein, but should be granted the broadest scope consistent with the principles and novel features disclosed herein.

[0039] In the following detailed description, many specific details are set forth to provide a more thorough understanding of the present invention. However, it is apparent to those skilled in the art that the practice of the present invention need not be limited to these specific details. In other words, well-known structures and devices are shown in block diagram form without detailed display to avoid obscuring the present invention.

[0040] The reader is reminded of all documents and literature filed simultaneously with this specification and open to public inspection, and the contents of all such documents and literature are incorporated herein by reference. Unless otherwise directly stated, all features disclosed in this specification (including any attached claims, abstracts and drawings) can be replaced by alternative features for achieving the same, equivalent or similar purposes. Therefore, unless otherwise explicitly stated, each feature disclosed is only an example of a group of equivalent or similar features.

[0041] Note that, where used, the symbols left, right, front, back, top, bottom, forward, reverse, clockwise and counterclockwise are used only for convenience and do not imply any specific fixed direction. In fact, they are used to reflect the relative position and / or direction between the various parts of the object. In addition, the terms "first" and "second" are used only for descriptive purposes and should not be understood as indicating or implying relative importance.

[0042] In the description of the present invention, it should be noted that, unless otherwise clearly specified and limited, the terms "installation", "connection" and "connection" 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 a mechanical connection; it can be a direct connection, or it can be indirectly connected through an intermediate medium, or it can be the internal communication of two components. For ordinary technicians in this field, the specific meanings of the above terms in the present invention can be understood according to specific circumstances.

[0043] Note that, in the case of use, further, preferably, further and more preferably are simple beginnings for explaining another embodiment based on the previous embodiment, and the content of further, preferably, further or more preferably followed by the above embodiment is combined with the previous embodiment as a complete composition of another embodiment. Several further, preferably, further or more preferably settings followed by the same embodiment can be arbitrarily combined to form another embodiment.

[0044] The present invention is described in detail below in conjunction with the accompanying drawings and specific embodiments. Note that the aspects described below in conjunction with the accompanying drawings and specific embodiments are only exemplary and should not be construed as limiting the scope of protection of the present invention.

[0045] See also Figures 1 to 8This embodiment provides a modular assembled self-insulating steel mesh wall, which is installed in the frame structure 7 of the main body of the building, and its structure includes an insulation board 1, multiple corrugated steel meshes 2, longitudinal and transverse tie bars 3 and an outer covering layer 5 insulation board 1. Among them, multiple corrugated steel meshes 2 are respectively installed on the two sides of the insulation board 1, and longitudinal and transverse installation grooves are formed on the two sides respectively; the longitudinal and transverse tie bars 3 are correspondingly located in the longitudinal and transverse installation grooves, and the ends of the longitudinal and transverse tie bars 3 are formed with implanted bar sections implanted in the frame structure 7; the outer covering layer 5 is formed on both sides of the insulation board 1, and at least covers the corrugated steel meshes 2 and the longitudinal and transverse tie bars 3.

[0046] Specifically, the coordinated installation of the longitudinal and transverse tie bars 3 and the corrugated steel mesh 2 has two implementation forms:

[0047] First, see Figure 1 and Figure 2 , the longitudinal and transverse installation grooves include a longitudinal installation groove 22 and a transverse installation groove 21. When the corrugated steel mesh 2 extends in the transverse direction, the trough of the corrugated steel mesh 2 is defined as the longitudinal installation groove 22, and multiple corrugated steel meshes 2 are at least arranged in a longitudinal separation, and a transverse installation groove 21 is formed between the longitudinally adjacent corrugated steel meshes 2. This implementation mode is the best implementation choice of this embodiment and is more in line with conventional construction standards and requirements.

[0048] Second, the longitudinal and transverse installation grooves include a longitudinal installation groove 22 and a transverse installation groove 21. When the corrugated steel mesh 2 extends in the longitudinal direction, the trough of the corrugated steel mesh 2 is defined as the transverse installation groove 21, and multiple corrugated steel meshes 2 are at least arranged in a transverse separation, and a longitudinal installation groove 22 is formed between the transversely adjacent corrugated steel meshes 2. This implementation is selected as an extension of the first embodiment.

[0049] In view of the above, please combine Figure 1 and Figure 6 The longitudinal and transverse tie bars 3 include longitudinal tie bars 31 and transverse tie bars 32, which are adaptively installed in the longitudinal and transverse installation grooves. The ends of the longitudinal tie bars 31 and the transverse tie bars 32 respectively form a reinforcement segment, i.e., a longitudinal tie bar reinforcement segment 310 and a transverse tie bar reinforcement segment 320, which are convenient for subsequent installation with the frame structure 7.

[0050] In this embodiment, the trough and / or crest of the corrugated steel mesh 2 is fixed to the insulation board 1. It is interpreted here that the trough of the corrugated steel mesh 2 is fixed to the insulation board 1; or the crest of the corrugated steel mesh 2 is fixed to the insulation board 1; or the trough and crest of the corrugated steel mesh 2 are fixed to the insulation board 1. Here are three implementation methods of this embodiment, and this embodiment will be described in detail in the following with the accompanying drawings using the first method.

[0051] In this embodiment, two implementation methods are provided for the installation of the corrugated steel mesh 2 and the insulation board 1:

[0052] First, see Figure 3 , a mesh installation groove 10 is provided at the position of the insulation board 1 corresponding to the trough of the corrugated steel mesh 2, the trough of the corrugated steel mesh 2 is embedded in the mesh installation groove 10, and self-leveling concrete 11 is poured in the mesh installation groove 10. Specifically, the trough of the corrugated steel mesh 2 extends and is embedded in the mesh installation groove 10, and the mesh installation groove 10 is fixed by densely paving the self-leveling concrete 11. At this time, one of the longitudinal and transverse installation grooves is formed between the two side parts of the corrugated steel mesh 2, and is no longer located in the trough. In this embodiment, on the one hand, the self-leveling concrete 11 provides the insulation board 1 with a stiffening rib, so that the structural rigidity is better; on the other hand, it eliminates the need to open holes in the insulation board 1, thereby eliminating damage to the insulation board 1 (the traditional installation of tension members requires opening holes in the insulation board 1).

[0053] Second, please combine Figure 4 , Figure 5 and Fig. 9 The corrugated steel mesh 2 is installed on the insulation board 1 through the mesh installation part 6. Specifically, the mesh installation part 6 includes a mounting tube body 61 and a fixed plug rod 62; wherein the mounting tube body 61 includes an inner tube 612, an outer tube 611 and a plurality of blades 613, and the inner tube 612 and the outer tube 611 are connected and fixed by the blades 613 to form a hub-shaped structure; the fixed plug rod 62 includes at least a rod body 621 and a cap body 622, and the rod body 621 is inserted and installed in the inner tube 612 after passing through the mesh of the corrugated steel mesh 2, and the cap body 622 presses the corrugated steel mesh 2 on the insulation board 1. By setting the mesh installation part 6, the mounting tube body 61 of the mesh installation part 6 is inserted and fixed on the insulation board 1, and then the corrugated steel mesh 2 is pressed and installed through the fixed plug rod 62; the structure is simple and the damage to the insulation board 1 is small. At the same time, the inner tube 612 transfers the concentrated force of the steel mesh to the outer tube 611 through the hub-shaped mounting tube body 61. Since the contact area between the outer tube 611 and the insulation board 1 is large and the situation stress is small, damage to the insulation board 1 is avoided.

[0054] Please combine Figure 7 and Figure 8 In this embodiment, this embodiment is often used as a non-load-bearing board and is installed in the frame structure 7. Further, the frame structure 7 is a beam-column frame structure, including a beam 72 and a column 71. Furthermore, the insulation board 1 is also provided with an angle steel 4 pre-fixed with the frame structure 7, and the angle steel 4 at least fixes and connects the top beam of the beam-column frame structure and the top of the insulation board 1, and the bottom beam and the bottom of the insulation board 1.

[0055] In the beam-column frame structure, anchor holes are opened at positions corresponding to the three longitudinal and transverse tie bars (not shown in the figure, but a person skilled in the art can deduce their positions and functions based on the anchor sections).

[0056] The heat-insulating board 1 is used as the heat-insulating material, and conventional foam heat-insulating materials can be used.

[0057] The construction steps of the modular assembled self-insulating steel mesh wall of this embodiment are as follows:

[0058] S1 prefabrication stage: multiple corrugated steel meshes 2 are respectively installed on the two side surfaces of the insulation board 1, and vertical and horizontal installation grooves are respectively formed on the two side surfaces to form a prefabricated part.

[0059] Specifically, the insulation board 1 can be made of conventional foam insulation material as the insulation material. The corrugated steel mesh 2 is a corrugated steel mesh, and it is best if the crests and troughs are flat, but this method should not be limited to the only form.

[0060] In order to adapt to the installation of the longitudinal and transverse tie bars 3, the coordinated installation of the longitudinal and transverse tie bars 3 and the corrugated steel mesh 2 has two implementation forms:

[0061] First, see Figure 1 and Figure 2 , the longitudinal and transverse installation grooves include a longitudinal installation groove 22 and a transverse installation groove 21. When the corrugated steel mesh 2 extends in the transverse direction, the trough of the corrugated steel mesh 2 is defined as the longitudinal installation groove 22, and multiple corrugated steel meshes 2 are at least arranged in a longitudinal separation, and a transverse installation groove 21 is formed between the longitudinally adjacent corrugated steel meshes 2. This implementation mode is the best implementation choice of this embodiment and is more in line with conventional construction standards and requirements.

[0062] Second, the longitudinal and transverse installation grooves include a longitudinal installation groove 22 and a transverse installation groove 21. When the corrugated steel mesh 2 extends in the longitudinal direction, the trough of the corrugated steel mesh 2 is defined as the transverse installation groove 21, and multiple corrugated steel meshes 2 are at least arranged in a transverse separation, and a longitudinal installation groove 22 is formed between the transversely adjacent corrugated steel meshes 2. This implementation is selected as an extension of the first embodiment.

[0063] In view of the above, please combine Figure 1 and Figure 6 The longitudinal and transverse tie bars 3 include longitudinal tie bars 31 and transverse tie bars 32, which are adaptively installed in the longitudinal and transverse installation grooves. The ends of the longitudinal tie bars 31 and the transverse tie bars 32 respectively form a reinforcement segment, i.e., a longitudinal tie bar reinforcement segment 310 and a transverse tie bar reinforcement segment 320, which are convenient for subsequent installation with the frame structure 7.

[0064] In this embodiment, the trough and / or crest of the corrugated steel mesh 2 is fixed to the insulation board 1. It is interpreted here that the trough of the corrugated steel mesh 2 is fixed to the insulation board 1; or the crest of the corrugated steel mesh 2 is fixed to the insulation board 1; or the trough and crest of the corrugated steel mesh 2 are fixed to the insulation board 1. Here are three implementation methods of this embodiment, and this embodiment will be described in detail in the following with the accompanying drawings using the first method.

[0065] In this embodiment, two implementation methods are provided for the installation of the corrugated steel mesh 2 and the insulation board 1:

[0066] First, see Figure 3 , a mesh installation groove 10 is provided at the position of the insulation board 1 corresponding to the trough of the corrugated steel mesh 2, the trough of the corrugated steel mesh 2 is embedded in the mesh installation groove 10, and self-leveling concrete 11 is poured in the mesh installation groove 10. Specifically, the trough of the corrugated steel mesh 2 extends and is embedded in the mesh installation groove 10, and the mesh installation groove 10 is fixed by densely paving the self-leveling concrete 11. At this time, one of the longitudinal and transverse installation grooves is formed between the two side parts of the corrugated steel mesh 2, and is no longer located in the trough. In this embodiment, on the one hand, the self-leveling concrete 11 provides the insulation board 1 with a stiffening rib, so that the structural rigidity is better; on the other hand, it eliminates the need to open holes in the insulation board 1, thereby eliminating damage to the insulation board 1 (the traditional installation of tension members requires opening holes in the insulation board 1).

[0067] Second, please combine Figure 4 , Figure 5 and Fig. 9 The corrugated steel mesh 2 is installed on the insulation board 1 through the mesh installation part 6. Specifically, the mesh installation part 6 includes a mounting tube body 61 and a fixed plug rod 62; wherein the mounting tube body 61 includes an inner tube 612, an outer tube 611 and a plurality of blades 613, and the inner tube 612 and the outer tube 611 are connected and fixed by the blades 613 to form a hub-shaped structure; the fixed plug rod 62 includes at least a rod body 621 and a cap body 622, and the rod body 621 is inserted and installed in the inner tube 612 after passing through the mesh of the corrugated steel mesh 2, and the cap body 622 presses the corrugated steel mesh 2 on the insulation board 1. By setting the mesh installation part 6, the mounting tube body 61 of the mesh installation part 6 is inserted and fixed on the insulation board 1, and then the corrugated steel mesh 2 is pressed and installed through the fixed plug rod 62; the structure is simple and the damage to the insulation board 1 is small. At the same time, the inner tube 612 transfers the concentrated force of the steel mesh to the outer tube 611 through the hub-shaped mounting tube body 61. Since the contact area between the outer tube 611 and the insulation board 1 is large and the situation stress is small, damage to the insulation board 1 is avoided.

[0068] Please combine Figure 7 and Figure 8 In this embodiment, this embodiment is often used as a non-load-bearing board and is installed in the frame structure 7. Further, the frame structure 7 is a beam-column frame structure, including a beam 72 and a column 71. Furthermore, the insulation board 1 is also provided with an angle steel 4 pre-fixed with the frame structure 7, and the angle steel 4 at least fixes and connects the top beam of the beam-column frame structure and the top of the insulation board 1, and the bottom beam and the bottom of the insulation board 1.

[0069] S2 construction phase: the prefabricated parts are placed in the frame structure 7 of the main building for pre-fixation, anchor holes are set in the frame structure 7, the longitudinal and transverse tie bars 3 are installed corresponding to the longitudinal and transverse installation grooves, and the ends of the longitudinal and transverse tie bars 3 are formed into anchor sections, and the anchor sections are implanted into the anchor holes to form the tie effect of the longitudinal and transverse tie bars 3; the outer covering layer 5 is formed on both sides of the insulation board 1 and at least covers the corrugated steel mesh 2 and the longitudinal and transverse tie bars 3.

[0070] Specifically, the frame structure 7 is a beam-column frame structure. During construction, the top beam of the beam-column frame structure and the top of the insulation board 1 are first fixedly connected by angle steel 4. Then the longitudinal and transverse tie bars 3 are installed, and after applying prestress through the anchor holes, the anchors are embedded by anchor glue. After the anchors are embedded, the outer covering layer 5 is directly sprayed on both sides for curing.

[0071] Beneficial effects of this embodiment:

[0072] The present application eliminates the need for light steel keels by clamping corrugated steel meshes 2 on both sides of the insulation board 1, and uses the insulation board 1 as the installation structure of the corrugated steel mesh 2; and uses longitudinal and transverse tie bars 3 to strengthen the structure and set prestress to improve the structural strength; making the structure of the overall slat wall lighter and more convenient for manual transportation and installation. The most important thing is that the work of laying the corrugated steel meshes 2 on both sides of the insulation board 1 is done in the factory, which can carry out mechanized production with a high degree of prefabrication.

[0073] The structure of the modular assembled self-insulating steel mesh wall is completed entirely in the factory, with little on-site construction. The outer covering layer 5 can be directly formed by spraying, which can save the labor cost of on-site construction and reduce the difficulty of installation.

[0074] The longitudinal and transverse tie bars 3 are installed in conjunction with the longitudinal and transverse installation grooves formed by a plurality of corrugated steel meshes 2, without the need for additional settings, and the spatiality of the structure is more reasonable.

[0075] A mesh installation groove 10 is set on the insulation board 1, and the trough of the corrugated steel mesh 2 is embedded in the insulation board 1 through self-leveling concrete 11, so as to realize an installation method of the corrugated steel mesh 2; on the one hand, the self-leveling concrete 11 provides a stiffening rib for the insulation board 1, so that the structural rigidity is better; on the other hand, it avoids the need to open holes in the insulation board 1, thereby avoiding damage to the insulation board 1 (the traditional installation of tension members requires opening holes in the insulation board 1).

[0076] By setting the mesh plate installation part 6, the installation tube body 61 of the mesh plate installation part 6 is inserted and fixed to the insulation board 1, and then the corrugated steel mesh 2 is pressed and installed through the fixing insertion rod 62; the structure is simple and the damage to the insulation board 1 is small. At the same time, the inner tube 612 transmits the concentrated force of the steel mesh to the outer tube 611 through the hub-shaped installation tube body 61. Since the contact area between the outer tube 611 and the insulation board 1 is large, the situation stress is small, and the damage of the insulation board 1 is avoided.

[0077] The corrugated steel mesh 2 is used so that it will not fit tightly with the insulation board 1, so that the crest is separated from the insulation board 1. After the outer covering layer 5 is formed by spraying, the corrugated steel mesh 2 is located in the middle of the cement mortar layer after spraying, rather than on the surface, or in other words, it is not attached to the insulation board 1; it will not damage the insulation board 1, and in the middle of the outer covering layer 5, it plays a better structural reinforcement role.

[0078] Reinforcement sections are formed at both ends of the longitudinal and transverse tie bars 3. Reinforcement holes are opened on the beam-column frame structure, and the longitudinal and transverse tie bars 3 are prestressed and then rebar-anchored, so that the rigidity of the outer covering layer 5 and the entire slat wall can be improved.

[0079] Furthermore, the utility model is described in detail above in conjunction with the embodiments of the drawings, and a person skilled in the art can make various variations of the utility model according to the above description. Therefore, certain details in the embodiments should not constitute a limitation of the utility model, and the scope of protection of the utility model shall be defined by the scope of the attached claims.

Claims

1. The modular assembled self-insulating steel mesh wall is installed in the frame structure of the main building, characterized by: include: Insulation board; A plurality of corrugated steel meshes are respectively installed on two sides of the insulation board, and vertical and horizontal installation grooves are formed on the two sides respectively; Longitudinal and transverse tie bars, the longitudinal and transverse tie bars are correspondingly located in the longitudinal and transverse installation grooves, and the ends of the longitudinal and transverse tie bars are formed with embedded reinforcement sections implanted in the frame structure; The outer covering layer is formed on both sides of the insulation board and at least covers the corrugated steel mesh and the longitudinal and transverse tie bars.

2. The modular assembled self-insulating steel mesh wall according to claim 1, characterized in that: The longitudinal and transverse mounting grooves include a longitudinal mounting groove and a transverse mounting groove; when the corrugated steel mesh has a transverse extending direction, the trough of the corrugated steel mesh is defined as the longitudinal mounting groove, and a plurality of corrugated steel meshes are arranged at least longitudinally, and the transverse mounting grooves are formed between the longitudinally adjacent corrugated steel meshes.

3. The modular assembled self-insulating steel mesh wall according to claim 1, characterized in that: The troughs and / or crests of the corrugated steel mesh are fixed to the insulation board.

4. The modular assembled self-insulating steel mesh wall according to claim 3, characterized in that: The insulation board is provided with a mesh plate installation groove at a position corresponding to the trough of the corrugated steel mesh, the trough is embedded in the mesh plate installation groove, and self-leveling concrete is poured in the mesh plate installation groove.

5. The modular assembled self-insulating steel mesh wall according to claim 3, characterized in that: The corrugated steel mesh is installed on the insulation board through a mesh mounting member; the mesh mounting member includes: An installation tube body, the installation tube body is inserted into the insulation board; the installation tube body comprises an inner tube, an outer tube and a plurality of blades, the inner tube and the outer tube are connected and fixed by the blades to form a hub-shaped structure; The fixed plug rod at least comprises a rod body and a cap body. The rod body is inserted into the inner tube after passing through the mesh of the corrugated steel mesh, and the cap body presses the corrugated steel mesh onto the insulation board.

6. The modular assembled self-insulating steel mesh wall according to claim 1, characterized in that: The frame structure is a beam-column frame structure; the insulation board is also provided with angle steels pre-fixed with the frame structure; the angle steels at least fix the beams of the beam-column frame structure.

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