阅读说明：本技术 一种防火减震保温钢网内模一体化墙及其施工工艺 (Fireproof, damping and heat-preservation steel mesh and internal mold integrated wall and construction process thereof ) 是由 刘德政 于 2019-10-21 设计创作，主要内容包括：本发明涉及建筑施工领域,公开了一种防火减震保温钢网内模一体化墙,包括平钢网、塑料挤塑板、波形网和轻钢龙骨；还公开了其施工工艺,S1、在平钢网和波形网中设置轻钢龙骨,设置轻钢龙骨的数量根据墙体高度、墙体设计强度确定彼此间距设置；S2、将轻钢龙骨对称设置在塑料挤塑板两侧的平钢网和波形网内,同时通过对穿轻钢龙骨的钢钉、螺钉或者铆钉将平钢网、塑料挤塑板、波形网三者固定为墙体骨架；S3、墙体骨架预设在需要建造墙体的地方,从墙体骨架两侧喷抹水泥砂浆层后形成所述防火减震保温墙。本发明,增加防火保温层,防火和保温等级高；使得水泥砂浆很容易进入里面,水泥砂浆与骨架连接紧密；强度高,施工简单。(The invention relates to the field of building construction, and discloses a fireproof, damping and heat-preservation steel mesh and internal mold integrated wall which comprises a flat steel mesh, a plastic extruded sheet, a corrugated mesh and a light steel keel; s1, arranging light steel keels in the flat steel net and the corrugated net, wherein the number of the light steel keels is determined to be arranged at intervals according to the height of the wall body and the design strength of the wall body; s2, symmetrically arranging the light steel keels in the flat steel nets and the corrugated nets on the two sides of the plastic extruded sheet, and fixing the flat steel nets, the plastic extruded sheet and the corrugated nets into a wall framework through steel nails, screws or rivets penetrating through the light steel keels; and S3, presetting the wall framework in a place where a wall needs to be built, and spraying cement mortar layers from two sides of the wall framework to form the fireproof damping heat-preservation wall. According to the invention, the fireproof heat-insulating layer is added, so that the fireproof and heat-insulating level is high; so that cement mortar can easily enter the inner part and is tightly connected with the framework; high strength and simple construction.)

1. The utility model provides a fire prevention shock attenuation heat preservation steel mesh centre form integration wall, its characterized in that, including flat steel mesh (1), plastics extruded sheet (2), wave form net (4) and light gauge steel (3), plastics extruded sheet (2) set up in the intermediate position, and flat steel mesh (1) and wave form net (4) are set up respectively to the both sides of plastics extruded sheet (2), and light gauge steel (3) symmetry sets up in flat steel mesh (1) and wave form net (4) of plastics extruded sheet (2) both sides, and steel nail (5), screw (9) or rivet (6) through to wearing light gauge steel (3) will be flat steel mesh (1), plastics extruded sheet (2) and wave form net (4) three fixed wall body skeleton simultaneously, and the cement mortar layer is spouted in the wall body skeleton outside.

2. The fire-proof, shock-absorbing and heat-insulating steel mesh and internal mold integrated wall as claimed in claim 1, wherein the flat steel mesh (1) is formed by being fixed on a flat mesh framework by means of gluing, welding, binding or welding, and the shape of the mesh of the flat steel mesh (1) is square, triangular, circular or rhombic.

3. The fire-proof, shock-absorbing and heat-insulating steel mesh and inner mold integrated wall as claimed in claim 1, wherein the wave-shaped mesh (4) is a preset mesh structure containing peaks (8) and valleys (7) and is formed by pressing a steel mesh manually or mechanically.

4. The fire-proof, shock-absorbing and heat-insulating steel mesh and internal mold integrated wall as claimed in claim 3, wherein the wave crest (8) of the corrugated mesh (4) is trapezoidal, the light steel keel (3) arranged in the corrugated mesh (4) is C-shaped steel, the opening of the C-shaped steel faces the wave crest (8) of the corrugated mesh (4) and is tightly attached to the wave crest (8), and the corrugated mesh (4) contacting the opening of the C-shaped steel is provided with an opening which is just blocked with the opening of the C-shaped steel.

5. The integrated wall of the fireproof, damping and heat preservation steel mesh and internal mold as claimed in claim 3, wherein the wave trough (7) of the wave-shaped net (4) is trapezoidal, the width of the bottom surface of the wave trough (7) is 20mm-30mm, the width of the bottom surface of the wave peak (8) is 30mm-100mm, and the height of the wave peak (8) is 20mm-60 mm.

6. The integrated wall with the fireproof, shock-absorbing and heat-preserving steel mesh and the inner mold as claimed in claim 1, wherein the cement mortar layer is a mixed layer made of cement, sand, coal ash or building waste and an anti-cracking agent.

7. The fire-proof, shock-absorbing and heat-insulating steel mesh and internal mold integrated wall as claimed in claim 6, wherein the cement mortar further comprises vitrified micro bubbles, fiber yarns or perlite.

8. A construction process of a fireproof, shock-absorbing and heat-preserving steel mesh and internal mold integrated wall is characterized by comprising the following steps

S1, arranging light steel keels (3) in the flat steel net (1) and the corrugated net (4), wherein the number of the light steel keels (3) is determined to be arranged at intervals according to the height of the wall body and the design strength of the wall body;

s2, symmetrically arranging the light steel keels (3) in the flat steel net (1) and the corrugated net (4) on the two sides of the plastic extruded sheet (2), and fixing the flat steel net (1), the plastic extruded sheet (2) and the corrugated net (4) into a wall framework through steel nails (5), screws (9) or rivets (6) penetrating through the light steel keels (3);

and S3, presetting the wall framework in a place where a wall needs to be built, and spraying cement mortar layers from two sides of the wall framework to form the fireproof damping heat-preservation wall.

9. The construction process of the fireproof, shock-absorbing and heat-preserving steel mesh and internal mold integrated wall as claimed in claim 8, wherein the connection between the wall framework and the surrounding components is realized by one or more of the following methods:

a, arranging steel wires on the periphery of a flat steel mesh (1) or a corrugated mesh (4), connecting the steel wires with the flat steel mesh (1) or the corrugated mesh (4) into a whole by penetrating through grids on the flat steel mesh (1) or the corrugated mesh (4), arranging a fixing device on a wall body, a column and a beam outside the flat steel mesh (1) or the corrugated mesh (4), and connecting the flat steel mesh (1) or the corrugated mesh (4) with the wall body, the column and the beam outside the flat steel mesh or the corrugated mesh (1) into a whole by tensioning the steel wires on the flat steel mesh (1) or the corrugated mesh (4); the fixing devices are nails, welding spots, binding points and steel wire meshes arranged on the wall, the column and the beam;

b, arranging a fixing device on the wall, the column and the beam outside the flat steel mesh (1) or the corrugated mesh (4), and tightening the grids arranged on the flat steel mesh (1) or the corrugated mesh (4) through steel wires to connect the flat steel mesh (1) or the corrugated mesh (4) with the wall, the column and the beam outside the flat steel mesh or the corrugated mesh into a whole; the fixing devices are nails, welding spots, binding points and steel wire meshes arranged on the wall, the column and the beam;

c, arranging steel wire meshes on the wall body, the column and the beam outside the flat steel mesh (1) or the corrugated steel mesh (4), overlapping the steel wire meshes arranged on the wall body, the column and the beam with the steel wire meshes arranged on the flat steel mesh (1) or the corrugated steel mesh (4), connecting the steel wire meshes arranged on the wall body, the column and the beam with the steel wire meshes arranged on the flat steel mesh (1) or the corrugated steel mesh (4) by tightening steel wires or welding by a welding gun, and finally fixing the steel wire meshes on the flat steel mesh (1) or the corrugated steel mesh (4) with the wall body, the column and the beam around the flat steel mesh (1) or the corrugated steel mesh (4);

and d, arranging angle steel or flat steel at the contact part of the flat steel mesh (1) or the corrugated mesh (4) and the wall, the column and the beam on the outer side of the flat steel mesh or the corrugated mesh (4), and fixing the flat steel mesh (1) or the corrugated mesh (4) and the wall, the column and the beam on the outer side of the flat steel mesh or the corrugated mesh by welding, riveting, binding and other modes.

10. The construction process of the fireproof, shock-absorbing and heat-preserving steel mesh and internal mold integrated wall as claimed in claim 8, wherein the mortar layer is sprayed by one of the following methods:

spraying No. I40-45 composite cement mortar onto a flat steel mesh (1) and a corrugated mesh (4), wherein the coating thickness is 1.5 cm-2.5 cm of the outermost side of the flat steel mesh (1) and the corrugated mesh (4), re-checking the sizing condition in time after sizing, and supplementing the sizing in time to ensure the sizing effect, continuously coating No. 30 No. II composite cement mortar for 2.5cm-3.5cm when the dryness reaches about 90%, performing secondary sizing, re-checking the sizing condition in time after sizing, and supplementing the sizing in time to ensure the sizing effect;

spraying No. I composite cement mortar of 40-45 onto the flat steel mesh (1), wherein the coating thickness is 1.5-2.5 cm at the outermost side of the flat steel mesh (1), checking the sizing condition in time after sizing, and supplementing the sizing in time to ensure the sizing effect, and continuously coating No. 30 No. II composite cement mortar for 2.5-3.5 cm when the dryness reaches about 90%, performing secondary sizing, checking the sizing condition in time after sizing, and supplementing the sizing in time to ensure the sizing effect; cement mortar which meets construction requirement marks is smeared on the corrugated net (4) in a one-time smearing mode according to construction requirements;

c, spraying the flat steel mesh (1) or the corrugated mesh (4) from the side by using a spraying machine to form a net-shaped cement block on the flat steel mesh (1) or the corrugated mesh (4), and then coating cement mortar on the outer side of the flat steel mesh (1) or the corrugated mesh (4) in a coating mode, but not limited to complete coating once;

d, directly coating cement mortar on the flat steel net (1) and the corrugated net (4) in a coating mode, but not limited to the completion of one-time coating, and the requirement of the coated cement mortar is not limited to the label of the option a in the step a;

and e, pouring cement mortar into the flat steel mesh (1) or the corrugated mesh (4) through a grouting machine to form the solid wall body no matter which one of the modes a, b and d is selected.

Technical Field

The invention relates to the field of building construction, in particular to a fireproof, damping and heat-preservation steel mesh and internal mold integrated wall and a construction process thereof.

Background

Along with the development of science and technology, the integration wall is because functions such as construction convenience, shock attenuation, fire prevention are widely used, but traditional integration wall is mostly the reinforced concrete structure, and the construction is complicated, and the cost is higher, also has the steel wire frame light wallboard as the partition wall in the present construction, and this wallboard all with the entity wallboard that steel wire frame and light stopping accord with, but this kind of wallboard has certain difficulty to burying underground of mode installation and pipeline, and assembles the defect that the secondary plastering brush fracture rises the swell. And the sound insulation effect is poor, and the heat preservation effect is poor. The steel structure building has the characteristics of earthquake resistance and fire resistance, but also has the defects of poor heat insulation effect and poor sound insulation effect. The simple steel body structure has laying difficulty in the aspects of building pipeline laying and line laying.

The invention patent with the patent name of 'shock-absorbing and shock-proof noise-reducing wall construction process' and the publication number of CN105604215B, which is applied by new material science and technology company Limited in Yunnan Depolitical building on 11 and 22 months in 2015, solves the problems, but still has some problems: firstly, a fireproof heat-insulating layer is not added, and the fireproof and heat-insulating grade is low; secondly, the flat net is adopted to preset the framework, cement mortar is difficult to enter the framework, and the connection between the cement mortar and the framework is not tight; thirdly, the strength is not enough due to the lack of supporting steel.

Disclosure of Invention

The invention aims to provide a fireproof, damping and heat-preservation steel mesh and internal mold integrated wall and a construction process thereof, and aims to solve the problems in the background art.

In order to achieve the purpose, the invention provides the following technical scheme:

the utility model provides a fire prevention shock attenuation heat preservation steel mesh centre form integration wall, includes flat steel mesh, plastics extruded sheet, wave form net and light gauge steel, the plastics extruded sheet sets up at the intermediate position, and flat steel mesh and wave form net are set up respectively to the both sides of plastics extruded sheet, and light gauge steel symmetry sets up in the flat steel mesh and the wave form net of plastics extruded sheet both sides, and the steel nail, screw or the rivet through to wearing light gauge steel will flat steel mesh, plastics extruded sheet and wave form net three fixed wall body skeleton simultaneously, and the cement mortar layer is spouted in the wall body skeleton outside.

As a further scheme of the invention: the flat steel mesh is formed by fixing the flat steel mesh on a flat mesh framework through a bonding, welding, binding or welding method, and the shape of the meshes of the flat steel mesh is square, triangular, circular or rhombic.

As a further scheme of the invention: the wave-shaped net is a preset net structure containing wave crests and wave troughs and is formed by pressing a steel wire net manually or mechanically.

As a further scheme of the invention: the wave crest of the wave form net is in a trapezoidal shape, the light steel keel arranged in the wave form net is C-shaped steel, the opening of the C-shaped steel faces the wave crest of the wave form net and is tightly attached to the wave crest, an opening is arranged on the wave form net in contact with the opening of the C-shaped steel, and the opening of the C-shaped steel is just blocked by the opening.

As a further scheme of the invention: the wave trough of the wave-shaped net is in a trapezoid shape, the width of the bottom surface of the wave trough is 20mm-30mm, the width of the bottom surface of the wave crest is 30mm-100mm, and the height of the wave crest is 20mm-60 mm.

As a further scheme of the invention: the cement mortar layer is a mixed layer made of cement, sand, coal ash or building wastes and an anti-cracking agent.

As a further scheme of the invention: the cement mortar also comprises vitrified micro bubbles, fiber yarns or perlite.

A construction process of a fireproof, damping and heat-preservation steel mesh and internal mold integrated wall comprises the following steps:

s1, arranging light steel keels in the flat steel net and the corrugated net, wherein the number of the light steel keels is determined to be arranged at intervals according to the height of the wall body and the design strength of the wall body;

s2, symmetrically arranging the light steel keels in the flat steel nets and the corrugated nets on the two sides of the plastic extruded sheet, and fixing the flat steel nets, the plastic extruded sheet and the corrugated nets into a wall framework through steel nails, screws or rivets penetrating through the light steel keels;

and S3, presetting the wall framework in a place where a wall needs to be built, and spraying cement mortar layers from two sides of the wall framework to form the fireproof damping heat-preservation wall.

As a further scheme of the invention: the connection of the wall skeleton and the surrounding parts adopts one or more of the following modes:

a, arranging steel wires around a flat steel net or a corrugated net, wherein the steel wires are connected with the flat steel net or the corrugated net into a whole through a grid penetrating through the flat steel net or the corrugated net, arranging a fixing device on a wall body, a column and a beam outside the flat steel net or the corrugated net, and connecting the flat steel net or the corrugated net with the wall body, the column and the beam outside the flat steel net or the corrugated net into a whole through tensioning the steel wires on the steel wires arranged on the flat steel net or the corrugated net; the fixing devices are nails, welding spots, binding points and steel wire meshes arranged on the wall, the column and the beam;

b, arranging a fixing device on the wall, the column and the beam outside the flat steel mesh or the corrugated mesh, and tightening the grids arranged on the flat steel mesh or the corrugated mesh through steel wires to connect the flat steel mesh or the corrugated mesh with the wall, the column and the beam outside the flat steel mesh or the corrugated mesh into a whole; the fixing devices are nails, welding spots, binding points and steel wire meshes arranged on the wall, the column and the beam;

c, arranging steel wire meshes on the wall body, the column and the beam outside the flat steel mesh or the corrugated mesh, overlapping the steel wire meshes arranged on the wall body, the column and the beam with the steel wire meshes arranged on the flat steel mesh or the corrugated mesh, connecting the steel wire meshes arranged on the wall body, the column and the beam with the steel wire meshes arranged on the flat steel mesh or the corrugated mesh by tightening steel wires or welding by a welding gun, and finally fixing the steel wire meshes on the flat steel mesh or the corrugated mesh with the wall body, the column and the beam around the flat steel mesh or the corrugated mesh;

and d, arranging angle steel or flat steel at the contact part of the flat steel mesh or the corrugated mesh and the wall, the column and the beam on the outer side of the flat steel mesh or the corrugated mesh, and fixing the flat steel mesh or the corrugated mesh and the wall, the column and the beam on the outer side of the flat steel mesh or the corrugated mesh by welding, riveting, binding and other modes.

As a still further scheme of the invention: the method for spraying the mortar layer can adopt one of the following methods:

spraying No. I composite cement mortar of 40-45# onto a flat steel mesh and a corrugated mesh, wherein the coating thickness is 1.5-2.5 cm on the outermost sides of the flat steel mesh and the corrugated mesh, re-checking the sizing condition in time after sizing, and timely supplementing the sizing to ensure the sizing effect, continuously coating No. 30# II composite cement mortar for 2.5-3.5 cm when the dryness reaches about 90%, performing secondary sizing, re-checking the sizing condition in time after sizing, and supplementing the sizing in time to ensure the sizing effect;

spraying No. I composite cement mortar of 40-45 onto the flat steel mesh, wherein the coating thickness is 1.5-2.5 cm at the outermost side of the flat steel mesh, checking the sizing condition in time after sizing, and supplementing the sizing in time to ensure the sizing effect, and continuously coating No. 30 No. II composite cement mortar for 2.5-3.5 cm when the dryness reaches about 90%, performing secondary sizing, checking the sizing condition in time after sizing, and supplementing the sizing in time to ensure the sizing effect; cement mortar which meets construction requirement marks is coated on the corrugated net in a one-time coating mode according to construction requirements;

c, spraying slurry to the flat steel mesh or the corrugated mesh from the side by using a slurry spraying machine, forming a net-shaped cement block on the flat steel mesh or the corrugated mesh, and then coating cement mortar on the outer side of the flat steel mesh or the corrugated mesh in a coating mode, but not limited to the coating completion at one time;

d, directly smearing cement mortar on the flat steel mesh and the corrugated mesh in a smearing mode, but not limited to finishing one-time smearing, and the requirement of the smeared cement mortar is not limited to the label of the option a in the step a;

and e, pouring cement mortar into the flat steel mesh or the corrugated mesh by a grouting machine to form the solid wall body no matter which one of the modes a, b and d is selected.

Compared with the prior art, the invention has the beneficial effects that:

1. a fireproof heat-insulating layer is added, so that the fireproof and heat-insulating level is high;

2. the flat steel mesh, the plastic extruded sheet, the corrugated mesh and the light steel keel are arranged, so that cement mortar can easily enter the flat steel mesh, and the cement mortar is tightly connected with the framework;

3. high strength and simple construction.

Drawings

Fig. 1 is a schematic view of a fireproof, shock-absorbing and heat-preserving steel mesh and internal mold integrated wall structure.

Fig. 2 is a schematic structural view of a wall body framework in a fireproof, damping and heat-preservation steel mesh and internal mold integrated wall.

In the figure: 1-flat steel mesh, 2-plastic extruded sheet, 3-light steel keel, 4-corrugated mesh, 5-steel nail, 6-rivet, 7-trough, 8-crest and 9-screw.

Detailed Description

It should be noted that the embodiments and features of the embodiments may be combined with each other without conflict.

In the description of the present invention, it is to be understood that the terms "center", "longitudinal", "lateral", "up", "down", "front", "back", "left", "right", "vertical", "horizontal", "top", "bottom", "inner", "outer", and the like, indicate orientations or positional relationships based on those shown in the drawings, and are used only for convenience in describing the present invention and for simplicity in description, and do not indicate or imply that the referenced devices or elements must have a particular orientation, be constructed and operated in a particular orientation, and thus, are not to be construed as limiting the present invention. Furthermore, the terms "first", "second", etc. are used for descriptive purposes only and are not to be construed as indicating or implying relative importance or implicitly indicating the number of technical features indicated. Thus, a feature defined as "first," "second," etc. may explicitly or implicitly include one or more of that feature. In the description of the present invention, "a plurality" means two or more unless otherwise specified.

In the description of the present invention, it should be noted that, unless otherwise explicitly specified or limited, the terms "mounted," "connected," and "connected" are to be construed broadly, e.g., as meaning either a fixed connection, a removable connection, or an integral connection; can be mechanically or electrically connected; they may be connected directly or indirectly through intervening media, or they may be interconnected between two elements. The specific meaning of the above terms in the present invention can be understood by those of ordinary skill in the art through specific situations.

The present invention will be described in detail below with reference to the embodiments with reference to the attached drawings.

Referring to fig. 1 and 2, in the embodiment of the present invention, a fireproof, shock-absorbing and heat-preserving steel mesh and internal mold integrated wall includes a flat steel mesh 1, a plastic extruded sheet 2, a corrugated mesh 4, and a light steel keel 3:

the flat steel mesh 1 is formed by fixing the flat steel mesh 1 on a flat mesh framework through a bonding, welding, binding or welding method, the shape of the mesh of the flat steel mesh 1 is square, triangular, circular or rhombic, the flat steel mesh 1 preferably adopts a steel mesh wall disclosed in the patent application number of '200820081716.9' and the patent name of 'a steel mesh wall'.

The plastic extruded sheet 2 is arranged in the middle, the two sides of the plastic extruded sheet 2 are respectively provided with a flat steel mesh 1 and a corrugated mesh 4, the wave crest 8 of the corrugated mesh 4 is in a trapezoid shape, the light steel keel 3 arranged in the corrugated mesh 4 is C-shaped steel, the opening of the C-shaped steel faces the wave crest 8 of the corrugated mesh 4 and is tightly attached to the wave crest 8, the corrugated mesh 4 in contact with the opening of the C-shaped steel is provided with an opening which is just clamped with the opening of the C-shaped steel, the wave trough 7 of the corrugated mesh 4 is in a trapezoid shape, the bottom surface of the wave trough 7 is 20mm-30mm wide, the bottom surface of the wave crest 8 is 30mm-100mm wide, the wave crest 8 is 20mm-60mm high, the corrugated mesh 4 is a preset mesh structure containing the wave crest 8 and the wave trough 7, and is formed by pressing cement mortar by adopting a steel wire mesh through manpower or a machine, the corrugated mesh 4 is arranged, and the corrugated mesh, the wall surface is not easy to crack; the advantage of providing openings in the corrugated mesh 4 is that the strength of the corrugated mesh 4 is increased while the corrugated mesh 4 and the C-shaped steel are connected more firmly.

The light steel keel 3 is symmetrically arranged in the flat steel net 1 and the corrugated net 4 on two sides of the plastic extruded sheet 2, meanwhile, the flat steel net 1, the plastic extruded sheet 2 and the corrugated net 4 are fixed into a wall framework through steel nails 5, screws 9 or rivets 6 penetrating through the light steel keel 3, a cement mortar layer is sprayed on the outer side of the wall framework, the cement mortar layer is a mixed layer made of cement, sand, coal ash or building wastes and an anti-cracking agent, and the cement mortar further comprises vitrified micro-beads, fiber yarns or perlite.

A construction process of a fireproof, damping and heat-preservation steel mesh and internal mold integrated wall comprises the following steps:

s1, arranging light steel joists 3 in the flat steel mesh 1 and the corrugated mesh 4, wherein the number of the arranged light steel joists 3 is determined to be arranged at intervals according to the height of the wall body and the design strength of the wall body;

s2, symmetrically arranging the light steel keels 3 in the flat steel nets 1 and the corrugated nets 4 on the two sides of the plastic extruded sheet 2, and fixing the flat steel nets 1, the plastic extruded sheet 2 and the corrugated nets 4 into a wall framework through steel nails 5, screws 9 or rivets 6 penetrating through the light steel keels 3;

the connection of the wall skeleton and the surrounding parts adopts one or more of the following modes:

a, arranging steel wires around a flat steel net 1 or a corrugated net 4, connecting the steel wires with the flat steel net 1 or the corrugated net 4 into a whole by penetrating through grids on the flat steel net 1 or the corrugated net 4, arranging a fixing device on a wall body, a column and a beam outside the flat steel net 1 or the corrugated net 4, and connecting the flat steel net 1 or the corrugated net 4 with the wall body, the column and the beam outside the flat steel net 1 or the corrugated net 4 into a whole by tensioning the steel wires on the flat steel net 1 or the corrugated net 4 by the steel wires; the fixing devices are nails, welding spots, binding points and steel wire meshes arranged on the wall, the column and the beam;

b, arranging a fixing device on the wall, the column and the beam outside the flat steel mesh 1 or the corrugated mesh 4, and tightening the grids arranged on the flat steel mesh 1 or the corrugated mesh 4 through steel wires to connect the flat steel mesh 1 or the corrugated mesh 4 with the wall, the column and the beam outside the flat steel mesh 1 or the corrugated mesh 4 into a whole; the fixing devices are nails, welding spots, binding points and steel wire meshes arranged on the wall, the column and the beam;

c, arranging steel wire meshes on the wall body, the column and the beam outside the flat steel mesh 1 or the corrugated mesh 4, overlapping the steel wire meshes arranged on the wall body, the column and the beam with the steel wire meshes arranged on the flat steel mesh 1 or the corrugated mesh 4, connecting the steel wire meshes arranged on the wall body, the column and the beam with the steel wire meshes arranged on the flat steel mesh 1 or the corrugated mesh 4 by tightening steel wires or welding by a welding gun, and finally fixing the steel wire meshes on the flat steel mesh 1 or the corrugated mesh 4 with the wall body, the column and the beam around the flat steel mesh 1 or the corrugated mesh 4;

and d, arranging angle steel or flat steel at the contact part of the flat steel mesh 1 or the corrugated mesh 4 and the wall, the column and the beam on the outer side of the flat steel mesh 1 or the corrugated mesh 4, and fixing the flat steel mesh 1 or the corrugated mesh 4 and the wall, the column and the beam on the outer side of the flat steel mesh 1 or the corrugated mesh 4 by welding, riveting, binding and other modes.

And S3, presetting the wall framework in a place where a wall needs to be built, and spraying cement mortar layers from two sides of the wall framework to form the fireproof damping heat-preservation wall.

The method for spraying the mortar layer can adopt one of the following methods:

spraying No. I composite cement mortar of 40-45# on a flat steel net 1 and a corrugated net 4, wherein the coating thickness is 1.5 cm-2.5 cm at the outermost sides of the flat steel net 1 and the corrugated net 4, re-checking the sizing condition in time after sizing, and timely supplementing the sizing to ensure the sizing effect, continuously coating No. 30# II composite cement mortar for 2.5cm-3.5cm when the dryness reaches about 90%, performing secondary sizing, re-checking the sizing condition in time after sizing, and supplementing the sizing in time to ensure the sizing effect;

spraying No. I composite cement mortar of 40-45# onto the flat steel mesh 1, wherein the coating thickness is 1.5-2.5 cm at the outermost side of the flat steel mesh 1, checking the sizing condition in time after sizing, and supplementing the sizing in time to ensure the sizing effect, continuously coating No. 30 No. II composite cement mortar for 2.5-3.5 cm when the dryness reaches about 90%, performing secondary sizing, checking the sizing condition in time after sizing, and supplementing the sizing in time to ensure the sizing effect; cement mortar which meets construction requirement marks is smeared on the corrugated net 4 in a one-time smearing mode according to construction requirements;

c, spraying the flat steel mesh 1 or the corrugated mesh 4 from the side by using a spraying machine, forming a net-shaped cement block on the flat steel mesh 1 or the corrugated mesh 4, and then coating cement mortar on the outer side of the flat steel mesh 1 or the corrugated mesh 4 in a coating mode, but not limited to the coating completion at one time;

d, directly smearing cement mortar on the flat steel mesh 1 and the corrugated mesh 4 in a smearing mode, but not limited to finishing one-time smearing, and the requirement of the smeared cement mortar is not limited to the label of the option a in the step a;

and e, pouring cement mortar into the flat steel mesh 1 or the corrugated mesh 4 through a grouting machine to form the solid wall body no matter which one of the modes a, b and d is selected.

The above description is only for the purpose of illustrating the preferred embodiments of the present invention and is not to be construed as limiting the invention, and any modifications, equivalents, improvements and the like that fall within the spirit and principle of the present invention are intended to be included therein.