CN210713329U

CN210713329U - Wall system formed by fabricated concrete wall board and cast-in-place heat-insulating slurry

Info

Publication number: CN210713329U
Application number: CN201920826841.6U
Authority: CN
Inventors: 王凤军; 王金龙
Original assignee: Heilongjiang Muchuan Assembly Building Co ltd
Current assignee: Heilongjiang Muchuan Assembly Building Co ltd
Priority date: 2019-06-04
Filing date: 2019-06-04
Publication date: 2020-06-09
Anticipated expiration: 2029-06-04

Abstract

The utility model discloses a wall system composed of an assembled concrete wall board and cast-in-place heat preservation slurry, which is composed of a concrete main body wall board 1, a concrete auxiliary wall board 2, a concrete portal wall board 3, a concrete window/equipment portal wall board 4, a concrete large corner wall board 5, a concrete small corner wall board 6, a concrete portal baffle 7, a composite heat preservation slurry 8, a horizontal connecting bolt 9, a bottom connecting piece 10, a top connecting piece 11, a self-tapping connecting screw 12 and a portal horizontal connecting rectangular pipe 13; the concrete main body wallboard is characterized in that a plurality of vertical dovetail grooves 100 are formed in one large face of the concrete main body wallboard 1, a plurality of horizontal connecting through holes 105 are uniformly formed in the middle of the other large face, a main board reinforcing mesh sheet 101 is arranged in the thickness center, a plurality of vertical hole connecting square pipes 103 are arranged on the vertical end face, and a plurality of end heads connected with vertical round pipes 102 are arranged on the horizontal end face.

Description

Wall system formed by fabricated concrete wall board and cast-in-place heat-insulating slurry

Technical Field

The utility model relates to a by assembled concrete wallboard and cast-in-place heat preservation thick liquids constitution's wall system belongs to assembled energy-conserving building field and energy-conserving building material field.

Background

The government of China is in order to push the strategy of sustainable development, and the energy is developed and simultaneously the energy conservation and the utilization are enhanced, so that the energy conservation of buildings is particularly important; in order to realize the aim of building energy conservation, the traditional external wall external thermal insulation system for sticking a polyphenyl thermal insulation board on the external wall of a brick masonry building is mainly adopted in China at present, and the system has many problems from the use effect of decades: 1) the polyphenyl insulation board stuck on the surface of the outer wall is cracked, and some polyphenyl insulation boards even fall off; 2) the heat preservation effect is seriously ineffective because the rainwater permeates into the polyphenyl heat preservation plate; 3) a fire easily occurs; 4) the maintenance cost is high; 5) the insulation material cannot have the same life as the building. In addition, in order to carry out the building policy of applicability, economy, green and beauty, China develops a new assembly type building mode, changes the traditional brick block on-site wall building, and integrates heat insulation materials with a building structure for standardized design, industrialized production, assembly construction and the like. The external wall external heat insulation construction is not carried out any more, the environmental pollution is reduced, a new sandwich heat insulation mode is adopted, the fireproof heat insulation grade is improved, the same service life of the heat insulation material and the building is achieved, and the energy-saving heat insulation and the building structure are integrated. In order to overcome the defects of the existing external thermal insulation system of the external wall and meet the development requirements of a novel assembly type building mode, related units and departments in China are researching and developing a thermal insulation fireproof wall system which has the advantages of high construction speed, simple construction process, good thermal insulation effect, good fireproof performance and no environmental pollution.

The utility model provides a by assembled concrete wallboard and cast-in-place heat preservation thick liquids constitution's wall system, this wall system has not only overcome the defect that traditional external wall insulation system who pastes polyphenyl heated board at the outer wall surface of building exists, the traditional building mode and the lagging building construction technology that adopt fragment of brick to build building wall have also been changed simultaneously, adopt standardized design, batch production, on-the-spot prefabricated construction, insulation material and building are with the life-span, building heat preservation and building structure integration, composite insulation material is A level insulation fireproof material, construction speed is fast, low construction cost, no environmental pollution, be a brand-new heat preservation fireproof wall system.

SUMMERY OF THE UTILITY MODEL

The utility model aims to provide a: overcome the great technical defect that current outer thermal insulation wall system of outer wall exists, can satisfy the development needs of novel assembled building mode simultaneously again, research and development a construction speed is fast, construction process is simple, and it is effectual to keep warm, and fire behavior is good, and the heat preservation of non-staining environment prevents the wall system again, replaces traditional fragment of brick to build the building wall's building mode and replaces the traditional outer wall outer insulation system of pasting polyphenyl heated board at the outer surface of building outer wall.

The technical scheme of the utility model is realized like this: a wall system composed of an assembled concrete wall board and cast-in-place heat insulation slurry is composed of a concrete main body wall board 1, a concrete auxiliary wall board 2, a concrete portal wall board 3, a concrete window/equipment portal wall board 4, a concrete large corner wall board 5, a concrete small corner wall board 6, a concrete portal baffle 7, composite heat insulation slurry 8, a horizontal connecting bolt 9, a bottom connecting piece 10, a top connecting piece 11, a self-tapping connecting screw 12 and a portal horizontal connecting long square pipe 13;

a plurality of vertical dovetail grooves 100 are uniformly arranged on one large surface of the concrete main body wall plate 1, a plurality of horizontal connecting through holes 105 are uniformly arranged in the middle of the other large surface of the concrete main body wall plate, a horizontal connecting funnel-shaped sleeve 104 is arranged on the outer side of each horizontal connecting through hole 105, a main plate reinforcing steel bar net piece 101 is arranged at the center of the thickness of the horizontal connecting through hole, a plurality of vertical hole connecting square pipes 103 are uniformly arranged on two vertical end surfaces of the horizontal connecting through hole, and a plurality of end heads of the vertical hole connecting square pipes 102 are arranged on the upper horizontal end surface; the main plate reinforcing steel bar mesh 101 is composed of a plurality of transverse reinforcing steel bars 106 and a plurality of vertical reinforcing steel bars 107; the plurality of vertical hole connecting square pipes 103 are connected with the main board reinforcing mesh sheet 101 in a welding mode, the vertical outer surfaces of the vertical hole connecting square pipes 103 are in the same plane with the vertical end surfaces of the concrete main body wall board 1, the thickness of the vertical hole connecting square pipes 103 is the same as that of the concrete main body wall board 1, and the vertical hole connecting square pipes 103 at the intersection of the vertical end surfaces at two sides of the concrete main body wall board 1 and the upper and lower horizontal end surfaces are in the same plane with the upper and lower horizontal end surfaces of the concrete main body wall board 1 respectively; the end connecting vertical circular pipes 102 are connected with the main board reinforcing mesh piece 101 in a welding mode, and the horizontal end surfaces of the end connecting vertical circular pipes 102 and the upper and lower horizontal end surfaces of the concrete main body wall board 1 are in the same plane respectively; a plurality of horizontal connecting funnel-shaped sleeves 104 are connected with the main board reinforcing mesh 101 in a welding mode, and the height of each horizontal connecting funnel-shaped sleeve 104 is the same as the thickness of the concrete main body wall board 1;

a plurality of vertical dovetail grooves 100 are uniformly arranged on one large surface of the concrete auxiliary wallboard 2, a plurality of horizontal connecting through holes 105 are uniformly arranged in the middle of the other large surface, a horizontal connecting funnel-shaped sleeve 104 is arranged on the outer side of each horizontal connecting through hole 105, an auxiliary reinforcing steel mesh 20 is arranged at the central part of the thickness of the concrete auxiliary wallboard, a plurality of vertical hole connecting square pipes 103 are uniformly arranged on two vertical end surfaces of the concrete auxiliary wallboard, and a plurality of end heads connected with vertical round pipes 102 are arranged on the upper horizontal end surface and the lower horizontal end surface of the concrete auxiliary wallboard; the auxiliary reinforcing mesh 20 is composed of a plurality of transverse short reinforcing steel bars 21 and a plurality of vertical reinforcing steel bars 107; the vertical hole connecting square pipes 103 are connected with the auxiliary reinforcing mesh 20 in a welding mode, the vertical outer surfaces of the vertical hole connecting square pipes 103 are in the same plane with two vertical end surfaces of the concrete auxiliary wallboard 2 respectively, the thickness of the vertical hole connecting square pipes 103 is the same as that of the concrete auxiliary wallboard 2, and the vertical hole connecting square pipes 103 at the intersection of the vertical end surfaces at two sides of the concrete auxiliary wallboard 2 and the upper and lower horizontal end surfaces are in the same plane with the upper and lower horizontal end surfaces of the concrete auxiliary wallboard 2 respectively; the end connecting vertical circular pipes 102 are connected with the auxiliary reinforcing mesh 20 in a welding mode, and the horizontal end surfaces of the end connecting vertical circular pipes 102 and the upper and lower horizontal end surfaces of the concrete auxiliary wall plate 2 are in the same plane respectively; a plurality of horizontal connecting funnel-shaped sleeves 104 are connected with the auxiliary reinforcing mesh 20 in a welding manner, and the height of the horizontal connecting funnel-shaped sleeves 104 is the same as the thickness of the concrete auxiliary wall plate 2; the height of the auxiliary wall board 2 is the same as that of the concrete main body wall board 1, and the width of the auxiliary wall board is only 1/2 of the concrete main body wall board 1;

a plurality of vertical dovetail grooves 100 are uniformly arranged on one large surface of the concrete portal wallboard 3, a plurality of horizontal connecting through holes 105 are uniformly arranged in the middle of the other large surface of the concrete portal wallboard, a horizontal connecting funnel-shaped sleeve 104 is arranged on the outer side of each horizontal connecting through hole 105, a portal reinforcing mesh 30 is arranged in the center of the thickness of the concrete portal wallboard, a plurality of vertical hole connecting square pipes 103 are uniformly arranged on two vertical end surfaces of the concrete portal wallboard, a plurality of end heads connected with the vertical round pipes 102 are arranged on the upper horizontal end surface and the lower horizontal end surface of the concrete portal wallboard, a portal 36 is arranged in the center of the lower end surface of the concrete portal wallboard, a plurality of portal horizontal hole connecting square pipes 35 with uniform intervals are respectively arranged on the vertical end surfaces on two sides of the portal 36, and a plurality of horizontal hole; the door opening reinforcing steel bar mesh 30 is composed of a plurality of horizontal long reinforcing steel bars 31, a plurality of vertical long reinforcing steel bars 33, a plurality of horizontal short reinforcing steel bars 32 and a plurality of vertical short reinforcing steel bars 34; the vertical hole connecting square pipes 103 are connected with the door opening reinforcing mesh 30 in a welding mode, the vertical outer surfaces of the vertical hole connecting square pipes 103 are in the same plane with two vertical end surfaces of the concrete door opening wallboard 3 respectively, the thickness of the vertical hole connecting square pipes 103 is the same as that of the concrete door opening wallboard 3, the vertical hole connecting square pipes 103 at the intersection positions of the vertical end surfaces at two sides of the concrete door opening wallboard 3 and the upper horizontal end surface and the lower horizontal end surface of the concrete door opening wallboard 3 are in the same plane with the upper horizontal end surface and the lower horizontal end surface of the concrete door opening wallboard 3 respectively; the end connecting vertical round pipes 102 are connected with the door opening reinforcing mesh 30 in a welding mode, and the horizontal end surfaces of the end connecting vertical round pipes 102 and the upper and lower horizontal end surfaces of the concrete door opening wall plate 3 are in the same plane respectively; a plurality of horizontal connecting funnel-shaped sleeves 104 are connected with the portal opening reinforcing mesh 30 in a welding mode, and the height of each horizontal connecting funnel-shaped sleeve 104 is the same as the thickness of the concrete portal opening wall plate 3; the plurality of the hole horizontal hole connecting square pipes 35 are connected with the door hole reinforcing mesh 30 in a welding manner, the vertical outer surfaces of the hole horizontal hole connecting square pipes 35 and the vertical end surfaces of the door holes 36 of the concrete door hole wallboard 3 are in the same plane respectively, the horizontal outer surfaces of the hole horizontal hole connecting square pipes 35 and the horizontal end surfaces of the upper ends of the door holes 36 of the concrete door hole wallboard 3 are in the same plane, and the length of the hole horizontal hole connecting square pipes 35 is equal to the thickness of the concrete door hole wallboard 3;

a plurality of vertical dovetail grooves 100 are uniformly arranged on one large surface of the concrete window/equipment opening wall plate 4, a plurality of horizontal connecting through holes 105 are uniformly arranged in the middle of the other large surface, a horizontal connecting funnel-shaped sleeve 104 is arranged on the outer side of the horizontal connecting through hole 105, the central part of the thickness of the steel mesh is provided with a window/equipment hole reinforcing mesh 40, a plurality of vertical hole connecting square pipes 103 are respectively and evenly arranged on the two vertical end surfaces of the steel mesh, a plurality of end heads are arranged on the upper and lower horizontal end surfaces of the vertical round pipe 102, a window/equipment hole 41 is arranged at the center part of the vertical round pipe, a plurality of hole horizontal hole connecting square pipes 35 which are evenly spaced are respectively arranged on the vertical end surfaces at the two sides of the window/equipment hole 41, a plurality of hole horizontal hole connecting square pipes 35 are respectively arranged on the upper and lower horizontal end surfaces of the window/equipment hole 41; the window/equipment opening reinforcing steel mesh 40 is composed of a plurality of horizontal long reinforcing steel bars 31, a plurality of vertical long reinforcing steel bars 33, a plurality of horizontal short reinforcing steel bars 32 and a plurality of vertical short reinforcing steel bars 34, a plurality of vertical hole connecting square pipes 103 are connected with the window/equipment opening reinforcing steel mesh 40 in a welding mode, the vertical outer surface of the vertical hole connecting square pipe 103 and the vertical end surface of the concrete window/equipment hole wallboard 4 are respectively in the same plane, the thickness of the vertical hole connecting square pipe 103 is the same as that of the concrete window/equipment opening wallboard 4, the vertical hole connecting square pipe 103 is positioned at the intersection of the vertical end surfaces at two sides of the concrete window/equipment opening wallboard 4 and the upper horizontal end surface and the lower horizontal end surface, the upper and lower horizontal end faces of the concrete window/equipment opening wall plate 4 are respectively in the same plane; the end connecting vertical round pipes 102 are connected with the window/equipment hole reinforcing mesh 40 in a welding mode, and the horizontal end surfaces of the end connecting vertical round pipes 102 and the upper and lower horizontal end surfaces of the concrete window/equipment hole wall plate 4 are in the same plane respectively; a plurality of horizontal connecting funnel-shaped sleeves 104 are connected with the window/equipment hole reinforcing mesh 40 in a welding mode, and the height of each horizontal connecting funnel-shaped sleeve 104 is the same as the thickness of the concrete window/equipment hole wall plate 4; the plurality of hole horizontal hole connecting square pipes 35 are connected with the window/equipment hole reinforcing mesh 40 in a welding mode, the vertical outer surfaces of the hole horizontal hole connecting square pipes 35 and the vertical end surfaces of the window/equipment holes 41 of the concrete window/equipment hole wallboard 4 are in the same plane, the horizontal outer surfaces of the hole horizontal hole connecting square pipes 35 and the horizontal end surfaces of the upper end and the lower end of the window/equipment holes 41 of the concrete window/equipment hole wallboard 4 are in the same plane respectively, and the length of the hole horizontal hole connecting square pipes 35 is equal to the thickness of the concrete window/equipment hole wallboard 4;

a plurality of vertical dovetail grooves 100 are uniformly arranged on the large inner side corner surface of the concrete large-corner wall plate 5, a plurality of horizontal connecting through holes 105 are uniformly arranged in the middle of the large outer side corner surface of the concrete large-corner wall plate, a horizontal connecting funnel-shaped sleeve 104 is arranged on the outer side of each horizontal connecting through hole 105, a large-corner reinforcing steel net piece 50 is arranged at the center of the thickness of the large-corner reinforcing steel net piece, a plurality of vertical hole connecting square pipes 103 are uniformly arranged on two vertical end surfaces of the large-corner reinforcing steel net piece, and a plurality of end connecting vertical round pipes 102 are arranged on the upper horizontal end surface and the lower horizontal end surface of; the large-corner reinforcing steel mesh 50 is composed of a plurality of transverse corner reinforcing steel bars 51 and a plurality of vertical reinforcing steel bars 107; the vertical hole connecting square pipes 103 are connected with the large-corner reinforcing mesh 50 in a welding mode, the vertical outer surfaces of the vertical hole connecting square pipes 103 are in the same plane with two vertical end surfaces of the concrete large-corner wall plate 5 respectively, the thickness of the vertical hole connecting square pipes 103 is the same as that of the concrete large-corner wall plate 5, and the vertical hole connecting square pipes 103 at the intersection of the vertical end surfaces at two sides of the concrete large-corner wall plate 5 and the upper and lower horizontal end surfaces are in the same plane with the upper and lower horizontal end surfaces of the concrete large-corner wall plate 5 respectively; the end connecting vertical round pipes 102 are connected with the large-corner reinforcing mesh piece 50 in a welding mode, and the horizontal end surfaces of the end connecting vertical round pipes 102 and the upper and lower horizontal end surfaces of the concrete large-corner wall plate 5 are in the same plane respectively; a plurality of horizontal connecting funnel-shaped sleeves 104 are connected with the large corner reinforcing mesh 50 in a welding mode, and the height of the horizontal connecting funnel-shaped sleeves 104 is the same as the thickness of the concrete large corner wall plate 5;

the outer side corner large face of the concrete small corner wall plate 6 is uniformly provided with the vertical dovetail grooves 100, the middle part of the inner side corner large face is uniformly provided with a plurality of horizontal connecting through holes 105, the outer side of each horizontal connecting through hole 105 is provided with the horizontal connecting funnel-shaped sleeve 104, the thickness center part of each small corner reinforcing steel net piece 60 is provided with a small corner reinforcing steel net piece 103, two vertical end faces of each small corner reinforcing steel net piece are respectively and uniformly provided with a plurality of vertical hole connecting square pipes 103, and the upper horizontal end face and the lower horizontal end face of each small corner reinforcing steel net piece are respectively provided with a plurality of end connecting vertical circular pipes 102; the small corner reinforcing steel bar mesh 60 consists of a plurality of transverse corner short reinforcing steel bars 61 and a plurality of vertical reinforcing steel bars 107; the vertical hole connecting square pipes 103 are connected with the small corner reinforcing mesh 60 in a welding mode, the vertical outer surfaces of the vertical hole connecting square pipes 103 and two vertical end surfaces of the concrete small corner wall plate 6 are in the same plane respectively, the thickness of the vertical hole connecting square pipes 103 is the same as that of the concrete small corner wall plate 6, and the vertical hole connecting square pipes 103 at the intersection of the vertical end surfaces at two sides of the concrete small corner wall plate 6 and the upper and lower horizontal end surfaces are in the same plane respectively; the end connecting vertical round pipes 102 are connected with the small-corner reinforcing mesh 60 in a welding mode, and the horizontal end surfaces of the end connecting vertical round pipes 102 and the upper and lower horizontal end surfaces of the concrete small-corner wall plate 6 are in the same plane respectively; a plurality of horizontal connecting funnel-shaped sleeves 104 are connected with the small corner reinforcing mesh sheets 60 in a welding mode, and the height of the horizontal connecting funnel-shaped sleeves 104 is the same as the thickness of the concrete small corner wall plate 6;

the concrete hole baffle 7 is of a strip-shaped rectangular hexahedral sheet structure, a plurality of countersunk connecting through holes 73 are uniformly formed in the large surface of the concrete hole baffle 7, a baffle steel wire mesh 70 is arranged in the center of the thickness of the concrete hole baffle 7, and the baffle steel wire mesh 70 is composed of a plurality of transverse steel wires 71 and a plurality of longitudinal steel wires 72; the concrete hole baffle 7 is respectively positioned on the end surface of the door hole 36 or the window/equipment hole 41;

the composite heat-insulating slurry 8 is delivered into an assembly type double-leaf structure wall system consisting of a plurality of concrete main body wall boards 1, concrete auxiliary wall boards 2, concrete portal opening wall boards 3, concrete window/equipment portal opening wall boards 4, concrete large corner wall boards 5, concrete small corner wall boards 6 and concrete portal baffle plates 7 at high pressure through a slurry pump to form a sandwich heat-insulating structure wall system, the composite heat-insulating slurry 8 is positioned in the center of the wall, the assembled concrete main body wall plate 1, the concrete auxiliary wall plate 2, the concrete portal wall plate 3, the concrete window/equipment portal wall plate 4, the concrete large corner wall plate 5, the concrete small corner wall plate 6 and the concrete portal baffle plate 7 on the two sides are connected into a rigid whole through the vertical dovetail grooves 100 on the two sides;

the horizontal connecting bolt 9 is composed of a special structure screw rod 90 and a special structure nut 91; the horizontal connecting bolt 9 is positioned in the middle of the concrete main body wall panel 1, the concrete auxiliary wall panel 2, the concrete portal wall panel 3, the concrete window/equipment portal wall panel 4, the concrete large corner wall panel 5 and the concrete small corner wall panel 6, and the assembled concrete main body wall panel 1, the concrete auxiliary wall panel 2 and the concrete portal wall panel 3) on two sides, the concrete window/equipment portal wall panel 4, the concrete large corner wall panel 5 and the concrete small corner wall panel 6 are connected into a stable two-leaf structure wall system through the horizontal connecting through hole 105;

the bottom connecting piece 10 consists of two vertical connecting rods 14, a horizontal connecting rod 15 and a semi-vertical connecting rod 16; the horizontal connecting rod 15 is positioned at the center of the vertical connecting rod 14 at the two ends, the semi-vertical connecting rod 16 is positioned at the center of the horizontal connecting rod 15 and is positioned right below the horizontal connecting rod 15

The top connecting piece 11 consists of two vertical connecting rods 14 and a horizontal connecting rod 15; the horizontal connecting rods 15 are positioned at the centers of the vertical connecting rods 14 at the two ends, and the two vertical connecting rods 14 are parallel to each other, are simultaneously perpendicular to the horizontal connecting rods 15 and are in the same plane; the horizontal connecting rods 15 are positioned on the horizontal end surfaces of the assembled concrete main body wall panel 1, the concrete auxiliary wall panel 2, the concrete portal wall panel 3, the concrete window/equipment portal wall panel 4, the concrete large corner wall panel 5 and the concrete small corner wall panel 6, and the lower half sections of the two vertical connecting rods 14 are inserted into the holes of the horizontal end surfaces of the concrete main body wall panel 1, the concrete auxiliary wall panel 2, the concrete portal wall panel 3, the concrete window/equipment portal wall panel 4, the concrete large corner wall panel 5 and the concrete small corner wall panel 6, which are connected with the vertical round pipes 102; the upper half sections of the two vertical connecting rods 14 are connected with the horizontal cross beam in a welding mode; the cross beam is connected with an assembled concrete main body wallboard 1, a concrete auxiliary wallboard 2, a concrete door opening wallboard 3, a concrete window/equipment opening wallboard 4, a concrete large corner wallboard 5 and a concrete small corner wallboard 6 below the cross beam through the top connecting piece 11 to form a stable double-blade structure wall system;

the self-tapping connecting screw 12 is positioned in the countersunk connecting through hole 73 of the concrete hole baffle 7, and the self-tapping connecting screw 12 connects the concrete hole baffle 7 and the hole horizontal connecting rectangular pipe 13 positioned in the hole horizontal hole connecting square pipe 35 into a stable whole through the countersunk connecting through hole 73, so that the sealing is tight when the composite heat-insulating slurry 8 is cast in situ, and the composite heat-insulating slurry 8 is prevented from leaking outwards;

the hole horizontal connecting rectangular pipe 13 is positioned in the door hole 36 and the hole horizontal hole connecting rectangular pipe 35 in the window/equipment hole 41, and the length of the door hole 36 is the sum of the thickness of the two concrete door hole wall plates 3 and the thickness of the composite heat-insulating slurry 8 poured in the middle; the length of the window/equipment opening 41 is the sum of the thickness of the two concrete window/equipment opening wallboards 4 and the thickness of the composite heat-insulating slurry 8 poured in the middle; the hole horizontal connection rectangular pipe 13 and the hole horizontal hole connection rectangular pipe 35 are connected in a welding mode, and the concrete hole baffle 7 is connected through the self-tapping connecting screw 12.

The main plate reinforcing steel mesh sheet 101, the auxiliary reinforcing steel mesh sheet 20, the door opening reinforcing steel mesh sheet 30, the window/equipment opening reinforcing steel mesh sheet 40, the large corner reinforcing steel mesh sheet 50, the small corner reinforcing steel mesh sheet 60, the baffle steel mesh sheet 70, the horizontal connecting bolt 9, the bottom connecting piece 10, the top connecting piece 11, the opening horizontal connecting long square pipe 13, the end connecting vertical circular pipe 102, the vertical hole connecting square pipe 103 and the horizontal connecting funnel-shaped sleeve 104 are all required to be subjected to rust removal in advance, and then hot galvanizing treatment is carried out according to hot galvanizing process requirements.

The prefabricated concrete main body wallboard 1, the concrete auxiliary wallboard 2, the concrete door opening wallboard 3, the concrete window/equipment opening wallboard 4, the concrete large corner wallboard 5 and the concrete small corner wallboard 6 are connected into a stable wall body system, and the adjacent two vertical hole connecting square pipes 103 at the vertical joint are connected into a whole in a welding mode.

The concrete window/equipment opening wallboard comprises a concrete main body wallboard 1, a concrete auxiliary wallboard 2, a concrete door opening wallboard 3, a concrete window/equipment opening wallboard 4, a concrete large corner wallboard 5 and a concrete small corner wallboard 6, wherein the end of the upper horizontal end face and the lower horizontal end face of the concrete small corner wallboard is connected with a vertical round pipe 102, and after the connection with a top connecting piece 11 and a bottom connecting piece 10, grouting material mixtures are injected into the end connecting vertical round pipe 102 to increase the connection strength.

Description of the drawings:

fig. 1 is a schematic perspective view of a concrete main wall panel 1 of a wall system composed of an assembled concrete wall panel and cast-in-place heat preservation slurry according to the present invention;

fig. 2 is a schematic perspective view of a concrete auxiliary wall panel 2 of a wall system composed of an assembled concrete wall panel and cast-in-place heat preservation slurry according to the present invention;

fig. 3 is a schematic perspective view of a concrete doorway wall panel 3 of a wall system composed of an assembled concrete wall panel and cast-in-place insulation slurry according to the present invention;

fig. 4 is a schematic perspective view of a concrete window/equipment opening wall panel 4 of a wall system composed of an assembled concrete wall panel and cast-in-place heat preservation slurry according to the present invention;

fig. 5 is a schematic top view of a concrete large corner wall panel 5 of a wall system composed of an assembled concrete wall panel and cast-in-place insulation slurry according to the present invention;

fig. 6 is a schematic top view of a concrete small corner wall panel 6 of a wall system composed of an assembled concrete wall panel and cast-in-place insulation slurry according to the present invention;

fig. 7 is a schematic perspective view of a concrete hole baffle 7 of a wall system composed of an assembled concrete wall panel and cast-in-place insulation slurry according to the present invention;

fig. 8 is a schematic perspective view of the assembled double-leaf structure wall body of the present invention, which is composed of the concrete main wall panel 1, the bottom connecting member 10 and the top connecting member 11 of the wall body system composed of the assembled concrete wall panel and the cast-in-place heat preservation slurry;

fig. 9 is a schematic perspective view of the assembled doorway double-leaf structure wall body of the present invention, which is composed of the concrete doorway wallboard 3, the bottom connecting piece 10 and the top connecting piece 11 of the wall body system composed of the assembled concrete wallboard and the cast-in-place heat preservation slurry;

fig. 10 is a schematic perspective view of the assembled window/equipment opening double-leaf structure wall body of the wall body system composed of the assembled concrete wall panel and the cast-in-place heat preservation slurry of the present invention, which is composed of the concrete window/equipment opening wall panel 4, the bottom connecting member 10 and the top connecting member 11;

fig. 11 is a schematic top view of the assembled corner double-leaf structure wall body of the wall body system composed of the assembled concrete wall panel and the cast-in-place heat preservation slurry, wherein the assembled corner double-leaf structure wall body is composed of a concrete large corner wall panel 5, a concrete small corner wall panel 6, a bottom connecting piece 10 and a top connecting piece 11;

fig. 12 is a schematic perspective view of the assembled two-leaf structured main body wall system of the present invention, which is composed of the assembled concrete wall panel and the cast-in-place heat preservation slurry, and includes the concrete main body wall panel 1, the bottom connecting member 10, the top connecting member 11, and the composite heat preservation slurry 8;

fig. 13 is a schematic three-dimensional view of the assembled doorway hole double-leaf structure wall body system of the utility model, which is composed of the assembled concrete wallboard and the cast-in-place heat preservation slurry and is composed of the concrete doorway hole wallboard 3, the bottom connecting piece 10, the top connecting piece 11 and the composite heat preservation slurry 8;

fig. 14 is a schematic three-dimensional view of the assembled window/equipment opening double-leaf wall system composed of the assembled concrete wall panel and the cast-in-place heat-insulating slurry of the present invention, wherein the assembled window/equipment wall panel is composed of a concrete window/equipment wall panel 4, a bottom connecting member 10, a top connecting member 11 and a composite heat-insulating slurry 8;

fig. 15 is a schematic top view of the assembled corner double-leaf structure wall system composed of the assembled concrete wall panel and the cast-in-place thermal insulation slurry of the present invention, which is composed of the concrete large corner wall panel 5, the concrete small corner wall panel 6, the bottom connecting member 10, the top connecting member 11, and the composite thermal insulation slurry 8;

fig. 16 is a schematic top view of the assembled main body double-leaf structure wall system composed of the assembled concrete wall panel and the cast-in-place heat insulation slurry of the present invention, which is composed of the concrete main body wall panel 1, the bottom connecting member 10, the top connecting member 11, and the composite heat insulation slurry 8;

fig. 17 is a schematic a-a cross-sectional view of the assembled window/equipment opening double-leaf structure wall system composed of the assembled concrete wall panel and the cast-in-place heat-insulating slurry of the utility model, i.e. the concrete window/equipment wall panel 4, the bottom connecting piece 10, the top connecting piece 11 and the composite heat-insulating slurry 8;

fig. 18 is a B-B section schematic view of the assembled window/equipment opening double-leaf structure wall system composed of the assembled concrete wall panel and the cast-in-place heat preservation slurry of the utility model, i.e. the concrete window/equipment wall panel 4, the bottom connecting piece 10, the top connecting piece 11 and the composite heat preservation slurry 8;

fig. 19 is a schematic top view of a main board reinforcing mesh 101 of a concrete main wall panel 1 of a wall system composed of an assembled concrete wall panel and cast-in-place insulation slurry according to the present invention;

fig. 20 is a schematic top view of an auxiliary reinforcing mesh 20 of a concrete auxiliary wall panel 2 of a wall system composed of an assembled concrete wall panel and cast-in-place insulation slurry according to the present invention;

fig. 21 is a schematic top view of a door opening reinforcing mesh 30 of a concrete door opening wall plate 3 of a wall system composed of an assembled concrete wall plate and cast-in-place heat preservation slurry according to the present invention;

fig. 22 is a schematic top view of a window/equipment opening reinforcing mesh 40 of a concrete window/equipment opening wall panel 4 of a wall system composed of an assembled concrete wall panel and cast-in-place heat preservation slurry according to the present invention;

fig. 23 is a schematic perspective view of a large corner reinforcing mesh 50 of a concrete large reinforcing bar wall panel 5 of a wall system composed of an assembled concrete wall panel and cast-in-place heat preservation slurry according to the present invention;

fig. 24 is a schematic perspective view of a small corner reinforcing mesh 60 of a concrete small reinforcing bar wall panel 6 of a wall system composed of an assembled concrete wall panel and cast-in-place heat preservation slurry according to the present invention;

fig. 25 is a schematic cross-sectional view of a connection structure of an assembled concrete main wall panel 1, a concrete auxiliary wall panel 2, a concrete door opening wall panel 3, a concrete window/equipment opening wall panel 4, a concrete large corner wall panel 5, a concrete small corner wall panel 6 and a wall foundation 17 of the wall system composed of the assembled concrete wall panel and cast-in-situ heat insulation slurry of the present invention;

fig. 26 is a top view of a bottom connector 10 of a wall system of the present invention constructed of fabricated concrete wall panels and cast-in-place insulation grout;

fig. 27 is a schematic top view of a top connector 11 of a wall system of the present invention comprised of fabricated concrete wall panels and cast-in-place insulation grout;

fig. 28 is a schematic cross-sectional view of the horizontal connecting bolt 9 of the wall system composed of the fabricated concrete wall panel and the cast-in-place heat-insulating slurry of the present invention;

fig. 29 is a schematic top view of a horizontally connected funnel-shaped sleeve 104 of a wall system of the present invention formed of fabricated concrete wall panels and cast-in-place insulation grout;

fig. 30 is a schematic cross-sectional view of a horizontally connected funnel-shaped sleeve 104 of a wall system formed by fabricated concrete wall panels and cast-in-place insulation slurry according to the present invention.

In the figure: 1 is concrete main body wall board

100 is a vertical dovetail groove

101 is a main board reinforcing mesh

102 is a vertical round pipe with a connecting end head

103 is a vertical hole connecting square tube

104 is a horizontally connected funnel-shaped sleeve

105 are horizontal connecting holes

106 are transverse reinforcing bars

107 are vertical reinforcing bars

2 is a concrete auxiliary wall board

20 is auxiliary reinforcing bar net piece

21 is a transverse short steel bar

3 is concrete door opening wallboard

30 is a door opening reinforcing bar net piece

31 is a horizontal long steel bar

32 is a horizontal short steel bar

33 is a vertical long reinforcing bar

34 is vertical short steel bar

35 is a horizontal hole connecting square tube of the opening

36 is a door opening

4 is a concrete window/equipment opening wallboard

40 is window/equipment opening reinforcing bar net piece

41 window/equipment opening

5 is concrete large corner wallboard

50 is big turning reinforcing bar net piece

51 transverse corner reinforcing steel bar

6 is a concrete small corner wallboard

60 is a small corner reinforcing bar net piece

61 is transverse corner short steel bar

7 is a concrete hole baffle

70 is steel wire net of baffle

71 are transverse steel wires

72 being longitudinal wires

73 is a countersunk connecting through hole

8 is a composite heat-insulating slurry

9 is a horizontal connecting bolt

Screw with 90 being special structure

91 is a nut with special structure

10 is a bottom connecting piece

11 is a top connecting piece

12 is a self-tapping connecting screw

13 is a rectangular tube with a horizontally connected opening

14 is a vertical connecting rod

15 is a horizontal connecting rod

16 is a semi-vertical connecting rod

17 is wall foundation

Detailed Description

The present invention is realized as follows, and is further explained with reference to the accompanying drawings 1 to 30: a wall system composed of an assembled concrete wall board and cast-in-place heat insulation slurry is composed of a concrete main body wall board 1, a concrete auxiliary wall board 2, a concrete door opening wall board 3, a concrete window/equipment opening wall board 4, a concrete large corner wall board 5, a concrete small corner wall board 6, a concrete opening baffle 7, composite heat insulation slurry 8, a horizontal connecting bolt 9, a bottom connecting piece 10, a top connecting piece 11, a self-tapping connecting screw 12 and an opening horizontal connecting long square pipe 13;

a plurality of vertical dovetail grooves 100 are uniformly arranged on one large surface of the concrete main body wall plate 1, a plurality of horizontal connecting through holes 105 are uniformly arranged in the middle of the other large surface of the concrete main body wall plate, a horizontal connecting funnel-shaped sleeve 104 is arranged on the outer side of each horizontal connecting through hole 105, a main plate reinforcing steel bar net piece 101 is arranged at the center of the thickness of the horizontal connecting through hole, a plurality of vertical hole connecting square pipes 103 are uniformly arranged on two vertical end surfaces of the horizontal connecting through hole, and a plurality of end heads of the vertical hole connecting square pipes 102 are arranged on the upper horizontal end surface; the main plate reinforcing steel bar mesh 101 is composed of a plurality of transverse reinforcing steel bars 106 and a plurality of vertical reinforcing steel bars 107; the vertical hole connecting square pipes 103 are connected with the main board reinforcing mesh 101 in a welding mode, the vertical outer surfaces of the vertical hole connecting square pipes 103 are in the same plane with two vertical end surfaces of the concrete main body wall board 1 respectively, the thickness of the vertical hole connecting square pipes 103 is the same as that of the concrete main body wall board 1, the vertical hole connecting square pipes 103 located at the intersection of the vertical end surfaces at two sides of the concrete main body wall board 1 and the upper and lower horizontal end surfaces are in the same plane with the upper and lower horizontal end surfaces of the concrete main body wall board 1 respectively; the end connecting vertical round pipes 102 are connected with the main board reinforcing mesh sheets 101 in a welding mode, and the horizontal end surfaces of the end connecting vertical round pipes 102 and the upper and lower horizontal end surfaces of the concrete main body wall board 1 are in the same plane respectively; a plurality of horizontal connecting funnel-shaped sleeves 104 are connected with the main board reinforcing mesh sheet 101 in a welding mode, and the height of each horizontal connecting funnel-shaped sleeve 104 is the same as the thickness of the concrete main body wall board 1;

a plurality of vertical dovetail grooves 100 are uniformly arranged on one large surface of the concrete auxiliary wallboard 2, a plurality of horizontal connecting through holes 105 are uniformly arranged in the middle of the other large surface, a horizontal connecting funnel-shaped sleeve 104 is arranged on the outer side of each horizontal connecting through hole 105, an auxiliary reinforcing steel mesh 20 is arranged at the central part of the thickness of the concrete auxiliary wallboard, a plurality of vertical hole connecting square pipes 103 are uniformly arranged on two vertical end surfaces of the concrete auxiliary wallboard, and a plurality of end heads connected with vertical round pipes 102 are arranged on the upper horizontal end surface and the lower horizontal end surface of the concrete auxiliary wallboard; the auxiliary reinforcing mesh 20 is composed of a plurality of transverse short reinforcing steel bars 21 and a plurality of vertical reinforcing steel bars 107; the vertical hole connecting square pipes 103 are connected with the auxiliary reinforcing mesh 20 in a welding mode, the vertical outer surfaces of the vertical hole connecting square pipes 103 are in the same plane with two vertical end surfaces of the concrete auxiliary wallboard 2 respectively, the thickness of the vertical hole connecting square pipes 103 is the same as that of the concrete auxiliary wallboard 2, the vertical hole connecting square pipes 103 at the intersection of the vertical end surfaces at two sides of the concrete auxiliary wallboard 2 and the upper and lower horizontal end surfaces are in the same plane with the upper and lower horizontal end surfaces of the concrete auxiliary wallboard 2 respectively; the end connecting vertical round tubes 102 are connected with the auxiliary reinforcing mesh sheets 20 in a welding manner, and the horizontal end surfaces of the end connecting vertical round tubes 102 and the upper and lower horizontal end surfaces of the concrete auxiliary wall board 2 are in the same plane respectively; a plurality of horizontal connecting funnel-shaped sleeves 104 are connected with the auxiliary reinforcing mesh 20 in a welding manner, and the height of the horizontal connecting funnel-shaped sleeves 104 is the same as the thickness of the concrete auxiliary wall plate 2; the height of the auxiliary wall board 2 is the same as that of the concrete main body wall board 1, and the width of the auxiliary wall board is only 1/2 of the concrete main body wall board 1;

a plurality of vertical dovetail grooves 100 are uniformly arranged on one large surface of the concrete portal wallboard 3, a plurality of horizontal connecting through holes 105 are uniformly arranged in the middle of the other large surface of the concrete portal wallboard, a horizontal connecting funnel-shaped sleeve 104 is arranged on the outer side of each horizontal connecting through hole 105, a portal reinforcing mesh 30 is arranged in the center of the thickness of the concrete portal wallboard, a plurality of vertical hole connecting square pipes 103 are uniformly arranged on two vertical end surfaces of the concrete portal wallboard, a plurality of end heads connected with the vertical round pipes 102 are arranged on the upper horizontal end surface and the lower horizontal end surface of the concrete portal wallboard, a portal 36 is arranged in the center of the lower end surface of the concrete portal wallboard, a plurality of portal horizontal hole connecting square pipes 35 with uniform intervals are respectively arranged on the vertical end surfaces on two sides of the portal 36, and a plurality of horizontal hole; the door opening reinforcing steel bar mesh 30 is composed of a plurality of horizontal long reinforcing steel bars 31, a plurality of vertical long reinforcing steel bars 33, a plurality of horizontal short reinforcing steel bars 32 and a plurality of vertical short reinforcing steel bars 34; the vertical hole connecting square pipes 103 are connected with the portal opening reinforcing mesh 30 in a welding mode, the vertical outer surfaces of the vertical hole connecting square pipes 103 and the vertical end surfaces of the concrete portal opening wall plates 3 are in the same plane respectively, the thickness of the vertical hole connecting square pipes 103 is the same as that of the concrete portal opening wall plates 3, the vertical hole connecting square pipes 103 located at the intersections of the vertical end surfaces at two sides of the concrete portal opening wall plates 3 and the upper and lower horizontal end surfaces are in the same plane respectively; the end connecting vertical round pipes 102 are connected with the door opening reinforcing mesh 30 in a welding mode, and the horizontal end surfaces of the end connecting vertical round pipes 102 and the upper horizontal end surface and the lower horizontal end surface of the concrete door opening wall plate 3 are in the same plane respectively; a plurality of horizontal connecting funnel-shaped sleeves 104 are connected with the door opening reinforcing mesh 30 in a welding mode, and the height of each horizontal connecting funnel-shaped sleeve 104 is the same as the thickness of the concrete door opening wall plate 3; the plurality of the hole horizontal hole connecting square pipes 35 are connected with the door hole reinforcing mesh 30 in a welding manner, the vertical outer surfaces of the hole horizontal hole connecting square pipes 35 and the vertical end surfaces of the door holes 36 of the concrete door hole wallboard 3 are in the same plane respectively, the horizontal outer surfaces of the hole horizontal hole connecting square pipes 35 and the horizontal end surfaces of the upper ends of the door holes 36 of the concrete door hole wallboard 3 are in the same plane, and the length of the hole horizontal hole connecting square pipes 35 is the same as the thickness of the concrete door hole wallboard 3;

a plurality of vertical dovetail grooves 100 are uniformly arranged on one large surface of the concrete window/equipment opening wall plate 4, a plurality of horizontal connecting through holes 105 are uniformly arranged in the middle of the other large surface, a horizontal connecting funnel-shaped sleeve 104 is arranged on the outer side of the horizontal connecting through hole 105, the central part of the thickness of the steel bar net piece 40 of the window/equipment opening is provided with a plurality of vertical hole connecting square pipes 103 which are evenly arranged on the vertical end surfaces of the steel bar net piece 40, a plurality of end heads are arranged on the upper and lower horizontal end surfaces of the vertical round pipe 102, a window/equipment hole 41 is arranged at the center part of the vertical round pipe, a plurality of hole horizontal hole connecting square pipes 35 which are evenly spaced are respectively arranged on the vertical end surfaces at the two sides of the window/equipment hole 41, a plurality of hole horizontal hole connecting square pipes 35 are respectively arranged on the upper and lower horizontal end surfaces of the window/equipment hole 41; the window/equipment opening reinforcing steel bar net piece 40 is composed of a plurality of horizontal long reinforcing steel bars 31, a plurality of vertical long reinforcing steel bars 33, a plurality of horizontal short reinforcing steel bars 32 and a plurality of vertical short reinforcing steel bars 34, a plurality of vertical hole connecting square pipes 103 are connected with the window/equipment opening reinforcing steel bar net piece 40 in a welding mode, the vertical outer surface of the vertical hole connecting square pipe 103 and the two vertical end surfaces of the concrete window/equipment hole wall plate 4 are respectively in the same plane, the thickness of the vertical hole connecting square pipe 103 is the same as that of the concrete window/equipment opening wallboard 4, the vertical hole connecting square pipe 103 is positioned at the intersection of the vertical end surfaces at two sides of the concrete window/equipment opening wallboard 4 and the upper horizontal end surface and the lower horizontal end surface, the upper horizontal end face and the lower horizontal end face of the concrete window/equipment opening wall plate 4 are in the same plane; the end connecting vertical round pipes 102 are connected with the window/equipment opening reinforcing mesh 40 in a welding mode, and the horizontal end surfaces of the end connecting vertical round pipes 102 and the upper and lower horizontal end surfaces of the concrete window/equipment opening wall plate 4 are in the same plane respectively; a plurality of horizontal connecting funnel-shaped sleeves 104 are connected with the window/equipment hole reinforcing mesh 40 in a welding mode, and the height of the horizontal connecting funnel-shaped sleeves 104 is the same as the thickness of the concrete window/equipment hole wall plate 4; the plurality of hole horizontal hole connecting square pipes 35 are connected with the window/equipment hole reinforcing mesh 40 in a welding mode, the vertical outer surfaces of the hole horizontal hole connecting square pipes 35 and the vertical end surfaces of the window/equipment holes 41 of the concrete window/equipment hole wallboard 4 are in the same plane respectively, the horizontal outer surfaces of the hole horizontal hole connecting square pipes 35 and the horizontal end surfaces of the upper end and the lower end of the window/equipment hole 41 of the concrete window/equipment hole wallboard 4 are in the same plane respectively, and the length of the hole horizontal hole connecting square pipes 35 is the same as the thickness of the concrete window/equipment hole wallboard 4;

a plurality of vertical dovetail grooves 100 are uniformly arranged on the large inner side corner surface of the concrete large-corner wall plate 5, a plurality of horizontal connecting through holes 105 are uniformly arranged in the middle of the large outer side corner surface of the concrete large-corner wall plate, a horizontal connecting funnel-shaped sleeve 104 is arranged on the outer side of each horizontal connecting through hole 105, a large-corner reinforcing steel net piece 50 is arranged at the center of the thickness of the large-corner reinforcing steel net piece, a plurality of vertical hole connecting square pipes 103 are uniformly arranged on two vertical end surfaces of the large-corner reinforcing steel net piece, and a plurality of end connecting vertical round pipes 102 are arranged on the upper horizontal end surface and the lower horizontal end surface of; the large-corner reinforcing steel mesh 50 is composed of a plurality of transverse corner reinforcing steel bars 51 and a plurality of vertical reinforcing steel bars 107; the vertical hole connecting square pipes 103 are connected with the large-corner reinforcing mesh 50 in a welding mode, the vertical outer surfaces of the vertical hole connecting square pipes 103 are in the same plane with two vertical end surfaces of the concrete large-corner wall plate 5, the thickness of the vertical hole connecting square pipes 103 is the same as that of the concrete large-corner wall plate 5, and the vertical hole connecting square pipes 103 at the intersection of the vertical end surfaces at two sides of the concrete large-corner wall plate 5 and the upper horizontal end surface and the lower horizontal end surface are in the same plane with the upper horizontal end surface and the lower horizontal end surface of the concrete large-corner wall plate 5; the end connecting vertical round pipes 102 are connected with the large-corner reinforcing mesh sheets 50 in a welding mode, and the horizontal end surfaces of the end connecting vertical round pipes 102 and the upper and lower horizontal end surfaces of the concrete large-corner wall plate 5 are in the same plane respectively; a plurality of horizontal connecting funnel-shaped sleeves 104 are connected with the large corner reinforcing mesh 50 in a welding mode, and the height of the horizontal connecting funnel-shaped sleeves 104 is the same as the thickness of the concrete large corner wall plate 5;

the outer side corner large face of the concrete small corner wall plate 6 is uniformly provided with the vertical dovetail grooves 100, the middle part of the inner side corner large face is uniformly provided with a plurality of horizontal connecting through holes 105, the outer side of each horizontal connecting through hole 105 is provided with the horizontal connecting funnel-shaped sleeve 104, the thickness center part of each small corner reinforcing steel net piece 60 is provided with a small corner reinforcing steel net piece 103, two vertical end faces of each small corner reinforcing steel net piece are respectively and uniformly provided with a plurality of vertical hole connecting square pipes 103, and the upper horizontal end face and the lower horizontal end face of each small corner reinforcing steel net piece are respectively provided with a plurality of end connecting vertical circular pipes 102; the small corner reinforcing steel bar mesh 60 consists of a plurality of transverse corner short reinforcing steel bars 61 and a plurality of vertical reinforcing steel bars 107; the vertical hole connecting square pipes 103 are connected with the small corner reinforcing mesh 60 in a welding mode, the vertical outer surfaces of the vertical hole connecting square pipes 103 and the vertical end surfaces of the concrete small corner wall plates 6 are in the same plane respectively, the thickness of the vertical hole connecting square pipes 103 is the same as that of the concrete small corner wall plates 6, and the vertical hole connecting square pipes 103 at the intersection positions of the vertical end surfaces at the two sides of the concrete small corner wall plates 6 and the upper and lower horizontal end surfaces are in the same plane respectively; the end connecting vertical round pipes 102 are connected with the small-corner reinforcing mesh 60 in a welding mode, and the horizontal end surfaces of the end connecting vertical round pipes 102 and the upper and lower horizontal end surfaces of the concrete small-corner wall plate 6 are in the same plane respectively; a plurality of horizontal connecting funnel-shaped sleeves 104 are connected with the small corner reinforcing mesh sheets 60 in a welding mode, and the height of the horizontal connecting funnel-shaped sleeves 104 is the same as the thickness of the concrete small corner wall plate 6;

the bottom connecting piece 10 consists of two vertical connecting rods 14, a horizontal connecting rod 15 and a semi-vertical connecting rod 16; the horizontal connecting rod 15 is positioned at the center of the vertical connecting rods 14 at the two ends, the semi-vertical connecting rod 16 is positioned at the center of the horizontal connecting rod 15 and is positioned right below the horizontal connecting rod 15, and the two vertical connecting rods 14 and the semi-vertical connecting rod 16 are parallel to each other, are simultaneously perpendicular to the horizontal connecting rod 15 and are in the same plane; the horizontal connecting rods 15 are positioned on the upper surface of a wall foundation 17, and the semi-vertical connecting rods 16 and the lower half sections of the two vertical connecting rods 14 are inserted into the end connecting vertical circular tube 102 on the upper surface of the wall foundation 17; the upper half sections of the two vertical connecting rods 14 are inserted into the end connecting vertical circular tubes 102 of the lower end faces of the assembled concrete wallboards, and the wall foundation 17 and the assembled concrete main body wallboards 1, the concrete auxiliary wallboards 2, the concrete door opening wallboards 3, the concrete window/equipment opening wallboards 4, the concrete large corner wallboards 5 and the concrete small corner wallboards 6 on the wall foundation are connected into a stable two-blade structure wall system through the bottom connecting piece 10;

the top connecting piece 11 consists of two vertical connecting rods 14 and a horizontal connecting rod 15; the horizontal connecting rod 15 is positioned at the center of the vertical connecting rods 14 at the two ends, and the two vertical connecting rods 14 are parallel to each other, are simultaneously perpendicular to the horizontal connecting rods 15 and are in the same plane; the horizontal connecting rods 15 are positioned on the horizontal end surfaces of the assembled concrete main body wall panel 1, the concrete auxiliary wall panel 2, the concrete portal wall panel 3, the concrete window/equipment portal wall panel 4, the concrete large corner wall panel 5 and the concrete small corner wall panel 6, and the lower half sections of the two vertical connecting rods 14 are inserted into the holes of the vertical round pipes 102 connected with the ends of the horizontal end surfaces of the concrete main body wall panel 1, the concrete auxiliary wall panel 2, the concrete portal wall panel 3, the concrete window/equipment portal wall panel 4, the concrete large corner wall panel 5 and the concrete small corner wall panel 6; the upper half sections of the two vertical connecting rods 14 are connected with the horizontal cross beam in a welding mode; the cross beam is connected with an assembled concrete main body wallboard 1, a concrete auxiliary wallboard 2, a concrete portal wallboard 3, a concrete window/equipment portal wallboard 4, a concrete large corner wallboard 5 and a concrete small corner wallboard 6 below the cross beam through the top connecting piece 11 to form a stable double-blade structure wall system;

The utility model discloses an on-spot assembly construction is implemented like this:

1) cleaning the wall foundation 17 and leveling;

2) arranging wallboards according to design requirements, and checking the structure and the modulus of the wall;

3) paying off according to the requirements of a design drawing, and determining the positions of the central axis and the side line of the outer wall body, wherein the positions must be accurate;

4) checking whether the sizes of the assembled concrete main body wall plate 1, the concrete auxiliary wall plate 2, the concrete portal wall plate 3, the concrete window/equipment portal wall plate 4, the concrete large corner wall plate 5, the concrete small corner wall plate 6 and the portal baffle 7 meet the design requirements or not;

5) drilling holes according to the punching positions of the bottom connecting pieces 10 on the wall foundation 17, and then blowing dust in the holes by using a high-pressure air pump; and the end head is implanted in time to be connected with the vertical round pipe 102;

6) inserting the bottom connecting piece 10, and injecting grouting mixture into the implantation end connecting vertical round pipe 102 to increase the connecting strength;

7) hoisting the assembled concrete main body wall board 1 according to the requirements of the figure, inserting the bottom connecting piece 10 into the end head at the lower end of the assembled wall board horizontally connected with the vertical round pipe 102, then vertically dropping on the wall foundation 17, and fixing by adopting a special tool; another assembled wallboard is sequentially lifted, so that the bottom connecting piece 10 is inserted into the horizontally connected vertical round pipe 102 of the bottom end face of the assembled wallboard and then vertically falls down, and is fixed by adopting a special tool, meanwhile, a horizontal connecting bolt is required to be put on, and the purpose of properly screwing and praying the wallboards on two sides is realized, and then the wallboard is screwed in place after the adjustment of the assembly size to be detected is determined;

8) the horizontal and vertical degree of the assembled double-blade wall body is checked, and after the design requirements are met, the top connecting pieces 11 are respectively inserted into the holes of the horizontal connecting vertical round tubes 102 on the upper end surface of the double-blade assembled wall body; meanwhile, for vertical seams formed when the assembled concrete main body wall plate 1, the concrete auxiliary wall plate 2, the concrete door opening wall plate 3, the concrete window/equipment opening wall plate 4, the concrete large corner wall plate 5 and the concrete small corner wall plate 6 are welded, the vertical hole connecting square pipes 103 on two sides of the vertical seams are welded and connected in a welding mode, and a stable two-leaf structure wall body system of the assembled concrete wall plate is formed;

9) at the holes of the concrete portal wallboard 3 and the window/equipment portal wallboard 4, a portal baffle 7 is adopted to plug the end face of the portal, so as to prevent the composite heat-insulating slurry 8 in the double-blade wall from leaking during pouring;

10) fixing top connecting pieces 11 at the top ends of a plurality of wallboards such as the fabricated concrete main body wallboard 1 and the like with a horizontal beam;

11) injecting the composite heat-insulating slurry into a cavity formed by the assembled concrete wall panels by using a high-pressure slurry pump, and pouring for three times, wherein 1/3 of the height of the wall body is poured at one time, and the interval time is 4-6 hours;

12) and (5) cleaning residual concrete and other sundries on the construction site.

The utility model discloses the beneficial effect who produces is:

1) a wall system composed of an assembled concrete wallboard and composite heat-insulating slurry is disclosed, wherein the assembled concrete external wallboard is prefabricated in a factory, assembled on site and combined with the composite heat-insulating slurry in-situ pouring; the construction process is different from the traditional construction process of building and pouring concrete on site, and is also different from the construction process of prefabricating, installing on site and pouring concrete on partial nodes of a concrete assembled integral wallboard in a factory; the very heavy assembled sandwich concrete wall body is decomposed into two single precast concrete wallboards, which are convenient for production, transportation and installation; the composite heat-insulating slurry is stirred and poured on site, and sealing measures are adopted, so that the environment is not influenced; the heat insulation material has no dead angle and cavity, and the wall body has good heat insulation effect;

2) a wall system composed of an assembly type concrete wall board and composite heat insulation slurry is prefabricated by an assembly type concrete wall board factory, the composite heat insulation slurry 8 is stirred and poured on site, the composite heat insulation slurry 8 and a vertical dovetail groove 100 passing through a double-blade integral wall board form a firm integral sandwich structure wall system, the composite heat insulation slurry 8 positioned in a core part has no seam, is waterproof and fireproof, belongs to an A-level composite heat insulation material, and has the same service life as a building;

3) a wall system composed of an assembled concrete wall board and composite heat-insulating slurry is characterized in that in the production process of an assembled concrete main body wall board 1, a concrete auxiliary wall board 2, a concrete portal wall board 3, a window/equipment portal wall board 4, a concrete large corner wall board 5, a concrete small corner wall board 6 and a concrete portal top 7, the production process of mixing materials, mold forming, product demolding, offline transportation, steam curing, product stacking, product packaging and the like is relatively simple, easy to realize, low in cost, high in production efficiency, simple and convenient to transport, convenient to construct and low in construction cost;

4) a wall system composed of an assembled concrete wall board and composite heat-insulating slurry belongs to a sandwich heat-insulating structure wall system, and meets the regulations of the building design fire protection code GB 50018 + 2014(2018 edition) and also meets the regulations of the building design code GB 50003. Has wide market prospect.

Claims

1. The utility model provides a wall system who comprises assembled concrete wall board and cast-in-place heat preservation thick liquids which characterized in that: the concrete heat-insulation wallboard comprises a concrete main body wallboard (1), a concrete auxiliary wallboard (2), a concrete portal wallboard (3), a concrete window/equipment portal wallboard (4), a concrete large corner wallboard (5), a concrete small corner wallboard (6), a concrete portal baffle (7), composite heat-insulation slurry (8), a horizontal connecting bolt (9), a bottom connecting piece (10), a top connecting piece (11), a self-tapping connecting screw (12) and a portal horizontal connecting long square pipe (13);

a plurality of vertical dovetail grooves (100) are uniformly arranged on one large surface of the concrete main body wallboard (1), a plurality of horizontal connecting through holes (105) are uniformly arranged in the middle of the other large surface of the concrete main body wallboard, a horizontal connecting funnel-shaped sleeve (104) is arranged on the outer side of each horizontal connecting through hole (105), a main board reinforcing steel net piece (101) is arranged at the center of the thickness of the horizontal connecting through hole, a plurality of vertical hole connecting square pipes (103) are uniformly arranged on two vertical end surfaces of the horizontal connecting square pipes respectively, and a plurality of end heads are arranged on the upper horizontal end surface and the lower horizontal end surface of; the main plate steel bar mesh (101) is composed of a plurality of transverse steel bars (106) and a plurality of vertical steel bars (107); the vertical hole connecting square pipes (103) are connected with the main board reinforcing mesh (101) in a welding mode, the vertical outer surfaces of the vertical hole connecting square pipes (103) are in the same plane with the vertical end surface of the concrete main body wallboard (1), the thickness of the vertical hole connecting square pipes (103) is the same as that of the concrete main body wallboard (1), the vertical hole connecting square pipes (103) positioned at the intersection of the vertical end surfaces at two sides of the concrete main body wallboard (1) and the upper and lower horizontal end surfaces are in the same plane with the upper and lower horizontal end surfaces of the concrete main body wallboard (1) respectively; the end connecting vertical circular pipes (102) are connected with the main board reinforcing mesh (101) in a welding mode, and the horizontal end faces of the end connecting vertical circular pipes (102) and the upper and lower horizontal end faces of the concrete main body wall board (1) are in the same plane respectively; a plurality of horizontal connecting funnel-shaped sleeves (104) are connected with the main board reinforcing mesh (101) in a welding mode, and the height of each horizontal connecting funnel-shaped sleeve (104) is the same as the thickness of the concrete main body wall board (1);

a plurality of vertical dovetail grooves (100) are uniformly arranged on one large surface of the concrete auxiliary wallboard (2), a plurality of horizontal connecting through holes (105) are uniformly arranged in the middle of the other large surface, a horizontal connecting funnel-shaped sleeve (104) is arranged on the outer side of each horizontal connecting through hole (105), an auxiliary reinforcing steel bar net piece (20) is arranged at the center of the thickness of the horizontal connecting through hole, a plurality of vertical hole connecting square pipes (103) are uniformly arranged on two vertical end surfaces of the horizontal connecting through hole, and a plurality of end heads are arranged on the upper horizontal end surface and the lower horizontal end surface of the horizontal connecting square pipes (102; the auxiliary reinforcing steel bar mesh (20) is composed of a plurality of transverse short reinforcing steel bars (21) and a plurality of vertical reinforcing steel bars (107); the vertical hole connecting square pipes (103) are connected with the auxiliary reinforcing mesh (20) in a welding mode, the vertical outer surfaces of the vertical hole connecting square pipes (103) are in the same plane with the vertical end face of the concrete auxiliary wallboard (2), the thickness of the vertical hole connecting square pipes (103) is the same as that of the concrete auxiliary wallboard (2), and the vertical hole connecting square pipes (103) positioned at the intersection of the vertical end faces at the two sides of the concrete auxiliary wallboard (2) and the upper and lower horizontal end faces are in the same plane with the upper and lower horizontal end faces of the concrete auxiliary wallboard (2) respectively; the end connecting vertical round pipes (102) are connected with the auxiliary reinforcing mesh (20) in a welding mode, and the horizontal end surfaces of the end connecting vertical round pipes (102) and the upper and lower horizontal end surfaces of the concrete auxiliary wall plate (2) are in the same plane respectively; a plurality of horizontal connecting funnel-shaped sleeves (104) are connected with the auxiliary reinforcing mesh (20) in a welding mode, and the height of each horizontal connecting funnel-shaped sleeve (104) is the same as the thickness of the concrete auxiliary wall plate (2); the height of the auxiliary wall board (2) is the same as that of the concrete main body wall board (1), and the width of the auxiliary wall board is only 1/2 of the concrete main body wall board (1);

a plurality of vertical dovetail grooves (100) are uniformly arranged on one large surface of the concrete portal wallboard (3), a plurality of horizontal connecting through holes (105) are uniformly arranged in the middle of the other large surface of the concrete portal wallboard, a horizontal connecting funnel-shaped sleeve (104) is arranged on the outer side of each horizontal connecting through hole (105), a portal reinforcing steel bar net piece (30) is arranged at the center of the thickness of the portal reinforcing steel bar net piece, a plurality of vertical hole connecting square pipes (103) are uniformly arranged on the vertical end surfaces of the portal reinforcing steel bar net piece, a plurality of end heads are connected with vertical round pipes (102) are arranged on the upper horizontal end surface and the lower horizontal end surface of the portal reinforcing steel bar net piece, portal horizontal hole connecting square pipes (35) are uniformly arranged on the vertical end surfaces of the two sides of the portal (36) at intervals, and a plurality of portal horizontal hole connecting square pipes (35) are; the door opening reinforcing steel bar mesh (30) is composed of a plurality of horizontal long reinforcing steel bars (31), a plurality of vertical long reinforcing steel bars (33), a plurality of horizontal short reinforcing steel bars (32) and a plurality of vertical short reinforcing steel bars (34); the concrete portal wallboard is characterized in that a plurality of vertical hole connecting square pipes (103) are connected with a portal reinforcing mesh (30) in a welding mode, the vertical outer surfaces of the vertical hole connecting square pipes (103) are in the same plane with the vertical end surface of the concrete portal wallboard (3), the thickness of the vertical hole connecting square pipes (103) is the same as that of the concrete portal wallboard (3), and the vertical hole connecting square pipes (103) located at the intersection of the vertical end surfaces at two sides of the concrete portal wallboard (3) and the upper horizontal end surfaces and the lower horizontal end surfaces of the concrete portal wallboard (3) are in the same plane respectively; the end connecting vertical round pipes (102) are connected with the door opening reinforcing mesh (30) in a welding mode, and the horizontal end surfaces of the end connecting vertical round pipes (102) and the upper and lower horizontal end surfaces of the concrete door opening wall plate (3) are in the same plane respectively; the horizontal connecting funnel-shaped sleeves (104) are connected with the door opening reinforcing mesh (30) in a welding mode, and the height of the horizontal connecting funnel-shaped sleeves (104) is the same as the thickness of the concrete door opening wall plate (3); the concrete portal wallboard is characterized in that a plurality of portal horizontal hole connecting square pipes (35) are connected with the portal reinforcing mesh (30) in a welding mode, the vertical outer surfaces of the portal horizontal hole connecting square pipes (35) and the vertical end surfaces of the portals (36) of the concrete portal wallboard (3) are in the same plane, the horizontal outer surfaces of the portal horizontal hole connecting square pipes (35) and the horizontal end surfaces of the upper ends of the portals (36) of the concrete portal wallboard (3) are in the same plane, and the length of the portal horizontal hole connecting square pipes (35) is the same as the thickness of the concrete portal wallboard (3);

a plurality of vertical dovetail grooves (100) are uniformly arranged on one large surface of the concrete window/equipment opening wallboard (4), a plurality of horizontal connecting through holes (105) are uniformly arranged in the middle of the other large surface, a horizontal connecting funnel-shaped sleeve (104) is arranged on the outer side of each horizontal connecting through hole (105), a window/equipment opening reinforcing mesh (40) is arranged at the center of the thickness of the steel wire, a plurality of vertical hole connecting square pipes (103) are respectively and uniformly arranged on the two vertical end surfaces of the steel wire, a plurality of end heads are arranged on the upper and lower horizontal end surfaces of the vertical tube (102), a window/equipment hole (41) is arranged at the center part of the vertical tube, a plurality of square connecting pipes (35) with evenly spaced holes are respectively arranged on the vertical end surfaces at the two sides of the window/equipment hole (41), a plurality of hole horizontal hole connecting square pipes (35) are respectively arranged on the upper and lower horizontal end faces of the window/equipment hole (41); the window/equipment opening reinforcing steel bar mesh (40) consists of a plurality of horizontal long reinforcing steel bars (31), a plurality of vertical long reinforcing steel bars (33), a plurality of horizontal short reinforcing steel bars (32) and a plurality of vertical short reinforcing steel bars (34), a plurality of vertical hole connecting square pipes (103) are connected with the window/equipment opening reinforcing steel bar mesh (40) in a welding mode, the vertical outer surfaces of the vertical hole connecting square pipes (103) are in the same plane with the vertical end surfaces of the concrete window/equipment opening wall plates (4), the thickness of the vertical hole connecting square pipes (103) is the same as that of the concrete window/equipment opening wall plates (4), and the vertical hole connecting square pipes (103) are positioned at the intersection of the vertical end surfaces at two sides of the concrete window/equipment opening wall plates (4) and the upper and lower horizontal end surfaces, the upper horizontal end face and the lower horizontal end face of the concrete window/equipment opening wallboard (4) are respectively in the same plane; the end heads of the plurality of end head connecting vertical round pipes (102) are connected with the window/equipment hole reinforcing steel mesh (40) in a welding mode, and the horizontal end surfaces of the end head connecting vertical round pipes (102) and the upper and lower horizontal end surfaces of the concrete window/equipment hole wall plate (4) are in the same plane respectively; a plurality of horizontal connecting funnel-shaped sleeves (104) are connected with the window/equipment hole reinforcing mesh (40) in a welding mode, and the height of the horizontal connecting funnel-shaped sleeves (104) is the same as the thickness of the concrete window/equipment hole wall plate (4); the plurality of hole horizontal hole connecting square pipes (35) are connected with the window/equipment hole reinforcing mesh (40) in a welding mode, the vertical outer surfaces of the hole horizontal hole connecting square pipes (35) and two vertical end surfaces of a window/equipment hole (41) of the concrete window/equipment hole wallboard (4) are respectively in the same plane, the horizontal outer surfaces of the hole horizontal hole connecting square pipes (35) and the horizontal end surfaces of the upper end and the lower end of the window/equipment hole (41) of the concrete window/equipment hole wallboard (4) are respectively in the same plane, and the length of the hole horizontal hole connecting square pipes (35) is the same as the thickness of the concrete window/equipment hole wallboard (4);

a plurality of vertical dovetail grooves (100) are uniformly arranged on the large inner side corner surface of the concrete large corner wall plate (5), a plurality of horizontal connecting through holes (105) are uniformly arranged in the middle of the large outer side corner surface of the concrete large corner wall plate, a horizontal connecting funnel-shaped sleeve (104) is arranged on the outer side of each horizontal connecting through hole (105), a large corner reinforcing steel bar net piece (50) is arranged at the thickness center part of the large corner connecting through hole, a plurality of vertical hole connecting square pipes (103) are uniformly arranged on two vertical end surfaces of the large corner connecting through hole respectively, and a plurality of end connecting vertical circular pipes (102) are arranged on the upper horizontal end surface and the lower horizontal end; the large corner reinforcing steel bar mesh (50) is composed of a plurality of transverse corner reinforcing steel bars (51) and a plurality of vertical reinforcing steel bars (107); the vertical hole connecting square pipes (103) are connected with the large-corner reinforcing mesh (50) in a welding mode, the vertical outer surfaces of the vertical hole connecting square pipes (103) are required to be in the same plane with the vertical end surface of the concrete large-corner wall plate (5) respectively, the thickness of the vertical hole connecting square pipes (103) is the same as that of the concrete large-corner wall plate (5), and the vertical hole connecting square pipes (103) at the intersection of the vertical end surfaces at the two sides of the concrete large-corner wall plate (5) and the upper and lower horizontal end surfaces are required to be in the same plane with the upper and lower horizontal end surfaces of the concrete large-corner wall plate (5) respectively; the end connecting vertical round pipes (102) are connected with the large-corner reinforcing steel mesh (50) in a welding mode, and the horizontal end surfaces of the end connecting vertical round pipes (102) and the upper and lower horizontal end surfaces of the concrete large-corner wall plate (5) are in the same plane respectively; a plurality of horizontal connecting funnel-shaped sleeves (104) are connected with the large corner reinforcing mesh (50) in a welding mode, and the height of each horizontal connecting funnel-shaped sleeve (104) is the same as the thickness of the concrete large corner wall plate (5);

the concrete small corner wallboard is characterized in that the large outer corner surface of the concrete small corner wallboard (6) is uniformly provided with the vertical dovetail grooves (100), the middle part of the large inner corner surface is uniformly provided with a plurality of horizontal connecting through holes (105), the outer side of each horizontal connecting through hole (105) is provided with the horizontal connecting funnel-shaped sleeve (104), the thickness center part of each horizontal connecting through hole is provided with a small corner reinforcing steel net piece (60), two vertical end surfaces of each horizontal connecting through hole are respectively and uniformly provided with a plurality of vertical hole connecting square pipes (103), and the upper horizontal end surface and the lower horizontal end surface of each horizontal connecting square pipe are respectively provided with a plurality of end connecting vertical round pipes (102); the small corner reinforcing steel bar mesh (60) is composed of a plurality of transverse corner short reinforcing steel bars (61) and a plurality of vertical reinforcing steel bars (107); the vertical hole connecting square pipes (103) are connected with the small corner reinforcing mesh (60) in a welding mode, the vertical outer surfaces of the vertical hole connecting square pipes (103) are in the same plane with the two vertical end surfaces of the concrete small corner wall plate (6) respectively, the thickness of the vertical hole connecting square pipes (103) is the same as that of the concrete small corner wall plate (6), and the vertical hole connecting square pipes (103) at the intersection of the vertical end surfaces at the two sides of the concrete small corner wall plate (6) and the upper and lower horizontal end surfaces are in the same plane with the upper and lower horizontal end surfaces of the concrete small corner wall plate (6) respectively; the end head connecting vertical round pipes (102) are connected with the small corner reinforcing mesh (60) in a welding mode, and the horizontal end surfaces of the end head connecting vertical round pipes (102) and the upper and lower horizontal end surfaces of the concrete small corner wall plate (6) are in the same plane respectively; a plurality of horizontal connecting funnel-shaped sleeves (104) are connected with the small corner reinforcing mesh sheets (60) in a welding mode, and the height of each horizontal connecting funnel-shaped sleeve (104) is the same as the thickness of the concrete small corner wall plate (6);

the concrete entrance guard (7) is of a strip-shaped rectangular hexahedral sheet structure, a plurality of countersunk connecting through holes (73) are uniformly formed in the large surface of the concrete entrance guard, a guard steel wire mesh (70) is arranged in the thickness center of the concrete entrance guard (7), and the guard steel wire mesh (70) is composed of a plurality of transverse steel wires (71) and a plurality of longitudinal steel wires (72); the concrete hole baffle (7) is respectively positioned on the end surface of the door hole (36) or the window/equipment hole (41);

the composite heat-insulating slurry (8) is conveyed into an assembly type double-leaf wall body formed by a plurality of concrete main body wall boards (1), concrete auxiliary wall boards (2), concrete portal opening wall boards (3), concrete window/equipment opening wall boards (4), concrete large corner wall boards (5), concrete small corner wall boards (6) and concrete opening baffles (7) at high pressure through a slurry pump to form a sandwich heat-insulating structure wall body system, the composite heat-insulating slurry (8) is positioned in the center of the wall body, the concrete main body wall plate (1), the concrete auxiliary wall plate (2), the concrete portal wall plate (3), the concrete window/equipment portal wall plate (4), the concrete large corner wall plate (5), the concrete small corner wall plate (6) and the concrete portal baffle plate (7) on two sides are connected into a rigid whole through the vertical dovetail grooves (100) on two sides;

the horizontal connecting bolt (9) is composed of a screw rod (90) with a special structure and a nut (91) with a special structure; the horizontal connecting bolts (9) are positioned in the middle parts of the concrete main body wall board (1), the concrete auxiliary wall board (2), the concrete portal wall board (3), the concrete window/equipment portal wall board (4), the concrete large corner wall board (5) and the concrete small corner wall board (6), and the assembled concrete main body wall board (1), the concrete auxiliary wall board (2), the concrete portal wall board (3), the concrete window/equipment portal wall board (4), the concrete large corner wall board (5) and the concrete small corner wall board (6) positioned on two sides are connected into a stable double-blade structure wall system through the horizontal connecting through holes (105);

the bottom connecting piece (10) consists of two vertical connecting rods (14), a horizontal connecting rod (15) and a semi-vertical connecting rod (16); the horizontal connecting rod (15) is positioned at the center of the vertical connecting rods (14) at the two ends, the semi-vertical connecting rod (16) is positioned at the center of the horizontal connecting rod (15) and is positioned right below the horizontal connecting rod, and the two vertical connecting rods (14) and the semi-vertical connecting rod (16) are parallel to each other, are simultaneously perpendicular to the horizontal connecting rod (15), and are in the same plane; the horizontal connecting rods (15) are positioned on the upper surface of a wall foundation (17), and the semi-vertical connecting rods (16) and the lower half sections of the two vertical connecting rods (14) are inserted into the end heads of the upper surface of the wall foundation (17) to be connected into the vertical circular tubes (102); the upper half sections of the two vertical connecting rods (14) are inserted into the end connecting vertical round tubes (102) of the lower end face of the fabricated concrete wall panel, and the wall foundation (17) is connected with the fabricated concrete main body wall panel (1), the concrete auxiliary wall panel (2), the concrete door opening wall panel (3), the concrete window/equipment opening wall panel (4), the concrete large corner wall panel (5) and the concrete small corner wall panel (6) through the bottom connecting piece (10) to form a stable two-blade structure wall system;

the top connecting piece (11) consists of two vertical connecting rods (14) and a horizontal connecting rod (15); the horizontal connecting rods (15) are positioned at the centers of the vertical connecting rods (14) at the two ends, and the two vertical connecting rods (14) are parallel to each other, are simultaneously perpendicular to the horizontal connecting rods (15), and are in the same plane; the horizontal connecting rods (15) are positioned on the upper horizontal end faces of the assembled concrete main body wall board (1), the concrete auxiliary wall board (2), the concrete portal opening wall board (3), the concrete window/equipment portal opening wall board (4), the concrete large corner wall board (5) and the concrete small corner wall board (6), and the lower half sections of the two vertical connecting rods (14) are inserted into holes of the end connecting vertical round tubes (102) positioned on the upper horizontal end faces of the concrete main body wall board (1), the concrete auxiliary wall board (2), the concrete portal opening wall board (3), the concrete window/equipment portal opening wall board (4), the concrete large corner wall board (5) and the concrete small corner wall board (6); the upper half sections of the two vertical connecting rods (14) are connected with the horizontal cross beam in a welding mode; the cross beam is connected with an assembled concrete main body wallboard (1), a concrete auxiliary wallboard (2), a concrete portal wallboard (3), a concrete window/equipment portal wallboard (4), a concrete large corner wallboard (5) and a concrete small corner wallboard (6) below the cross beam through the top connecting piece (11) to form a stable double-blade structure wall system;

the self-tapping connecting screw (12) is positioned in the countersunk connecting through hole (73) of the concrete hole baffle (7), and the self-tapping connecting screw (12) connects the concrete hole baffle (7) and the hole horizontal connecting rectangular pipe (13) positioned in the hole horizontal hole connecting square pipe (35) into a stable whole through the countersunk connecting through hole (73), so that the sealing is tight when the composite heat-insulating slurry (8) is cast in place, and the composite heat-insulating slurry (8) is not leaked outwards;

the hole horizontal connecting long square pipe (13) is positioned in the door hole (36) and the hole horizontal hole connecting square pipe (35) in the window/equipment hole (41), and the length of the hole (36) is the sum of the thickness of the two concrete door hole wall boards (3) and the thickness of the composite heat-insulating slurry (8) poured in the middle; the length of the window/equipment opening (41) is the sum of the thickness of the two concrete window/equipment opening wall boards (4) and the thickness of composite heat-insulating slurry (8) poured in the middle; the hole horizontal connection rectangular pipe (13) is connected with the hole horizontal hole connection rectangular pipe (35) in a welding mode, and the concrete hole baffle (7) is connected with the self-tapping connection screw (12).

2. A wall system of fabricated concrete wall panels and cast-in-place insulation grout as claimed in claim 1, wherein: the steel bar net comprises a main plate steel bar net piece (101), an auxiliary steel bar net piece (20), a door opening steel bar net piece (30), a window/equipment opening steel bar net piece (40), a large corner steel bar net piece (50), a small corner steel bar net piece (60), a baffle steel wire net piece (70), a horizontal connecting bolt (9), a bottom connecting piece (10), a top connecting piece (11), an opening horizontal connecting long square pipe (13), an end connecting vertical round pipe (102), a vertical hole connecting square pipe (103) and a horizontal connecting funnel-shaped sleeve (104) which are required to be subjected to hot galvanizing treatment in advance.

3. A wall system of fabricated concrete wall panels and cast-in-place insulation grout as claimed in claim 1, wherein: assembled concrete main part wallboard (1), supplementary wallboard of concrete (2), concrete door opening wallboard (3), concrete window/equipment opening wallboard (4), concrete major angle wallboard (5), concrete minor angle wallboard (6) connect into a stable bilobal structure wall system, adjacent two in vertical seam crossing vertical joggle square pipe (103) use welding mode interconnect as a whole.

4. A wall system of fabricated concrete wall panels and cast-in-place insulation grout as claimed in claim 1, wherein: the concrete door opening wallboard is characterized by being located on the concrete main body wallboard (1), the concrete auxiliary wallboard (2), the concrete door opening wallboard (3), the concrete window/equipment opening wallboard (4), the concrete large corner wallboard (5) and the upper and lower horizontal end faces of the concrete small corner wallboard (6), the end is connected with a vertical round pipe (102), and after the top connecting piece (11) and the bottom connecting piece (10) are connected, grouting material mixtures are injected into the end connecting vertical round pipe (102), so that the connecting strength is increased.