CN108425440B

CN108425440B - Brick-concrete integrated wall and implementation method thereof

Info

Publication number: CN108425440B
Application number: CN201810465841.8A
Authority: CN
Inventors: 陈迎春
Original assignee: Individual
Current assignee: Individual
Priority date: 2016-08-12
Filing date: 2016-08-12
Publication date: 2020-07-03
Anticipated expiration: 2036-08-12
Also published as: CN108661205B; CN108661205A; WO2018028652A1; CN108425440A; CN106193369A; CN108661204A; CN106193369B

Abstract

The invention provides a brick-concrete integrated wall, which comprises: the wall brick is characterized in that the center of the wall brick is provided with a central hole, two sides of the wall brick are also provided with side half holes, the side half holes on the two sides are in mutual corresponding relation, and after the two bricks are arranged adjacently, the side half holes on the two bricks form a complete hole; the prefabricated bottom foundation comprises a beam type main body and reinforcing steel bars fixed on the bottom foundation, wherein the reinforcing steel bars extend upwards to form upper connecting reinforcing steel bars; and the upper connecting steel bars are sleeved in the central holes of the wall bricks and the holes formed by the half holes on the side edges of the central holes, then concrete is poured into the holes, and the concrete and the steel bars are combined to form a row of scattered reinforced concrete columns. The brick-concrete integrated wall has the advantages that the beam type main body and the reinforced concrete columns are integrated in the wall, the beam type main body, the reinforced concrete columns and the wall form a whole body, and the beam type main body, the reinforced concrete columns and the wall can be lifted and installed on a construction site.

Description

Brick-concrete integrated wall and implementation method thereof

This application is a divisional application of the invention patent application of chinese patent application No. CN 2016106605134.

Technical Field

The invention relates to the technical field of engineering construction, in particular to the technical field of integrated buildings, and particularly relates to a brick-concrete integrated wall and an implementation method thereof.

Background

Concrete is poured into the traditional reinforced concrete building on a construction site, and the construction period is longer due to the need of maintaining the concrete. After the integrated building mostly adopts steel structure prefabricated parts, the integrated building is hoisted and installed on a construction site, so that the construction period can be effectively shortened. However, the steel structure member has higher requirements on the connection process, so that the construction requirements are improved, the difficulty is increased, and the steel structure has the defect of poor fireproof performance. The traditional brick-concrete building is generally accepted by people, and if all important components can be prefabricated in a factory and can be quickly connected on a construction site, the building construction process has a wide market.

In addition, the current integrated building product is seriously simplified, the development of the industry is restricted, an integrated building mode capable of realizing free splicing is provided, and the integrated building mode meets the market demand.

Disclosure of Invention

The purpose of the invention is as follows:

the brick-concrete integrated wall body can be quickly connected and installed in factory production and construction sites, the engineering prefabricated part connecting method can replace the existing welding, riveting or screw connection and other processes in a certain occasion, can be used in the technical field of integrated building construction or other engineering construction fields, and is flexible, free and variable.

The technical scheme of the invention has the core idea that reserved connecting metal parts (usually steel bars) of two engineering prefabricated parts are inserted into connecting holes, then a binding agent (particularly concrete) is poured to connect the two engineering prefabricated parts, and the concrete technical content and the beneficial effects comprise that:

1. the method comprises the steps of designing wall bricks with connecting holes, penetrating the connecting holes of the wall bricks by using reinforcing steel bars, placing an upper row of bricks and a lower row of bricks in a staggered mode when arranging the bricks so as to enhance the shearing resistance of the wall, pouring a bonding agent (concrete) into the connecting holes to realize the connection of the wall bricks, reducing the complexity of wall building actions while keeping the advantages of the wall building performance of the bricks, and realizing factory automatic production by arranging and placing the whole row of bricks; compared with a wall body formed in the prior art document 'a concrete hollow block reinforced wall construction process' (CN 2013103402115), the method for forming the wall body has the advantages that the center holes and the side half holes of the upper brick and the lower brick are alternately formed, the method is tidy, attractive, good in strength and convenient for concrete to flow downwards along the holes (the side half holes have gaps), and the concrete can be automatically produced in a factory due to the strict and tidy arrangement mode;

2. the prefabricated bottom foundation is provided with a specific connecting metal part (steel bar), the steel bar is sleeved in a connecting hole of a wall brick, then a binder (concrete) is poured into the connecting hole, and the concrete and the steel bar are combined to form a row of scattered small columns so as to enhance the bearing performance of the wall; the wall brick is connected above the beam type main body to form a brick-concrete integrated wall body capable of being hoisted; compared with a wall body formed in the prior art document 'a concrete hollow block reinforced wall construction process' (CN 2013103402115), the wall body of the bar can be integrally hoisted due to the addition of the bottom foundation;

3. considering the problem of arranging doors and windows in a building, arranging corresponding connecting metal parts (steel bars) on a prefabricated bottom foundation, designing a door and window conversion connecting member, arranging connecting holes in the member, sleeving the connecting holes into the steel bars, and installing upper and lower fixing members of a wall brick to complete the arrangement of the doors and the windows; or the wall can form a larger opening structure without adding a door and window conversion connecting component, and the edge part forms a bearing column; compared with the existing PC (precast concrete) plate, the door and window structure is manufactured by molding firstly, the method reserves the free form of the traditional brick wall, and the design of the door and window is easy to realize;

4. considering that a wall body is connected in a plane and a vertical direction to form a building, when the wall body is formed, plane and vertical connecting steel bars are reserved, standard connecting pieces aiming at different connecting conditions are designed, the standard connecting pieces are metal pipes (steel pipes, sometimes steel plates) which are welded into a whole, the steel pipes are sleeved into the connecting steel bars in a construction site, concrete is poured, and connection among multiple wall bodies can be realized, so that a building main body is formed, the construction method is simple, and the requirement on process precision is relatively low; compared with the existing steel bar sleeve grouting connection technology (the industry standard 'steel bar sleeve grouting connection application technical regulation' (JGJ 355-2015)), the technology uses a free connecting piece, and then further utilizes the integrity of the connected steel bars and connecting pipes of the connecting piece, and all the connecting pipes are actually connected into an integral framework of the building through welding and grouting;

5. the wall size and specification parameters are standardized, the building components unify data and are built for management, the types and the number of the required standard building components can be calculated according to a basic building plan, and the standard building components are processed in a factory, so that the scientificity and the high efficiency of building process management are realized; the content of the item actually needs some software to assist the realization, but the calculation process is the inherent technical advantage of the invention;

6. different building house types can be assembled through the standardized wall body, so that the integrated building has the house types which can be selected by users and even designed independently, a business model can be developed, and clients can assemble different house types according to the existing wall body model and can meet the requirements of the clients on designing buildings independently.

The technical scheme of the invention is rewritten according to the original application, mainly increases the technical characteristics and the technical effects of the sections [0027] and [0005] of the original application, and specifically comprises the following steps:

a masonry-concrete integrated wall comprising:

the wall brick is characterized in that the center of the wall brick is provided with a central hole, two sides of the wall brick are also provided with side half holes, the side half holes on the two sides are in mutual corresponding relation, and after the two bricks are arranged adjacently, the side half holes on the two bricks form a complete hole;

the bottom foundation comprises a beam type main body and reinforcing steel bars fixed on the bottom foundation, and the upper part and the lower part of each reinforcing steel bar respectively extend out to form an upper connecting reinforcing steel bar and a bottom connecting reinforcing steel bar;

the upper connecting steel bars are sleeved in the central holes of the wall bricks and the holes formed by the side half holes of the wall bricks, then concrete is poured into the holes, the concrete and the steel bars are combined to form a row of scattered reinforced concrete columns, the length of the upper connecting steel bars is larger than the arrangement height of the wall bricks, vertical connecting steel bars are left on the upper part of the wall, and plane connecting steel bars formed by the steel bars fixed on the bottom foundation are also left on two sides of the wall;

the beam type main body and the reinforced concrete columns are integrated in the wall body, the beam type main body, the reinforced concrete columns and the wall body form a whole, and the wall body can be hoisted;

the wall bodies are connected in a straight-line plane, when two wall bodies are arranged side by side and closely adjacent to each other or connected in an L-shaped plane, when the two wall bodies are perpendicular and the outer sides of the two wall bodies are aligned, the plane connecting steel bars are sleeved with a straight-line connecting pipe, concrete is poured into the connecting steel pipes, the straight-line connecting pipe comprises two connecting steel pipes, and the two connecting steel pipes are arranged in a straight line shape and connected by adopting a plurality of connecting steel bars;

the T1 type plane connection of the wall body, the wall body of the two sides is arranged side by side and is arranged next to the third wall body vertically between the two side wall bodies and the outside is aligned, the plane connection steel bar is sleeved by a-shaped connection pipe, then concrete is poured into the connection steel pipe, the-shaped connection pipe comprises three connection steel pipes, the first connection steel pipe and the second connection steel pipe are arranged in a line shape and are connected by a plurality of connection steel bars, the third connection steel pipe and the second connection steel pipe are arranged in a line shape and are connected by a plurality of connection steel bars, and the second line shape and the first line shape are arranged side by side in a one-to-one shape;

the T2 type plane connection of the wall body, when two wall bodies are closely arranged side by side and aligned with the end part of one wall body, and a third wall body is vertically arranged, an L-shaped connecting pipe is sleeved in the plane connecting steel bar, then concrete is poured into the connecting steel pipe, the L-shaped connecting pipe comprises three connecting steel pipes, a first connecting steel pipe and a second connecting steel pipe are arranged in a straight shape and connected by a plurality of connecting steel bars, a third connecting steel pipe and a second connecting steel pipe are arranged in a straight shape and connected by a plurality of connecting steel bars, and the second straight shape and the first straight shape are vertically arranged in an L shape;

the walls are connected in an X-shaped plane, the four walls are arranged in two groups in parallel, one group is arranged in close proximity and is vertically arranged in close proximity between the two walls of the other group, when the end part of one wall is aligned with the same side of the other two walls, a T-shaped connecting pipe is sleeved in a plane connecting steel bar and is poured with concrete, the T-shaped connecting pipe comprises four connecting steel pipes, a first connecting steel pipe and a second connecting steel pipe are arranged in a straight shape and are connected by adopting a plurality of connecting steel bars, a third connecting steel pipe and a second connecting steel pipe are arranged in a straight shape and are connected by adopting a plurality of connecting steel bars, the second connecting steel pipe is arranged in a straight shape and is arranged in a parallel with the first connecting steel pipe, a fourth connecting steel pipe is aligned with the second connecting steel pipe and is vertically arranged with the first two connecting steel pipes in a straight shape, and the fourth connecting steel pipe and the second connecting steel pipe, the whole is arranged into a T shape.

The brick-concrete integrated wall body is characterized in that the reinforcing steel bars are arranged on the central shaft of the beam type main body or are inclined to one side.

The brick-concrete integrated wall body can be hoisted.

The method for realizing the brick-concrete integrated wall comprises the steps of arranging wall bricks at a certain height, pouring concrete, continuing to arrange the wall bricks upwards, pouring concrete, and repeating for multiple times.

According to the implementation method, a part of reinforcing steel bars are cut off on the bottom foundation and connected to the maximum height of the wall body by using wall bricks, so that the wall body with a large opening is formed.

The implementation method is characterized in that the central hole and the side half-hole of the wall brick are larger to form a thicker column.

According to the implementation method, a part of reinforcing steel bars are cut off on the bottom foundation, the wall bricks are connected to a proper height, the door and window conversion connecting component is connected, and the upper wall bricks are connected.

The implementation method is characterized in that the door and window conversion connecting component comprises a conversion beam, an upper part supplement connecting steel bar and a connecting hole.

The implementation method, the door and window conversion connecting component includes: the width of the conversion beam is equal to that of the wall brick, or the width of the conversion beam is equal to that of the wall brick.

The implementation method is characterized in that the door and window conversion connecting component is a concrete or steel structure.

The invention has the beneficial effects that: the brick-concrete integrated wall body is characterized in that a beam type main body and a reinforced concrete column are integrated in the wall body, the beam type main body, the reinforced concrete column and the wall body form a whole body, and the beam type main body, the reinforced concrete column and the wall body can be lifted and installed on a construction site.

Drawings

FIG. 1 is a schematic view of a wall block looking down and being tilted;

1-a) round hole wall bricks, 1-b) square hole wall bricks, 1-c) corner bricks, 1-1) central holes and 1-2) side half holes.

FIG. 2 is a schematic bottom elevational and elevational view of the base;

2-a) a concrete bottom foundation, 2-b) a steel structure bottom foundation, 2-1) a beam type main body, 2-2) a bottom mounting groove (hole), 2-3) an upper connecting steel bar, and 2-4) a bottom connecting steel bar.

FIG. 3 is an isometric view of a brick-concrete integrated wall;

3-a) a class A wall body, 3-B) a class B wall body, 3-1) vertical connecting steel bars, and 3-2) plane connecting steel bars;

FIG. 4 is a schematic diagram of a brick-concrete integrated wall connection method;

①) pouring concrete, 4-a) class A wall parts, 4-B) class B wall parts, 4-1) concrete pouring holes and 4-2) staggered brick joints.

FIG. 5 is a schematic view of a door/window switching member;

5-a) a narrow door beam, 5-b) a door beam with an eave, 5-c) a narrow window beam, 5-d) a window beam with an eave, 5-1) a conversion beam, 5-2) an upper part supplement connecting steel bar, and 5-3) a connecting hole.

FIG. 6 is a schematic view of the structure and steps of the door opening wall;

FIG. 7 is a schematic view of a fenestration wall.

FIG. 8 is a schematic view of the vertical connecting tube in oblique view;

8-1) connecting steel pipes, and 8-2) connecting steel bars.

FIG. 9 is a schematic isometric and top view of a planar connector tube;

9-a) a straight connecting pipe, 9-b) a Y-shaped connecting pipe, 9-c) an L-shaped connecting pipe, 9-d) a T-shaped connecting pipe, 9-1) a connecting steel bar, 9-2) a connecting steel pipe and 9-3) air holes.

FIG. 10 is a schematic view of a planar web shown in oblique view;

10-a) -shaped connecting plate, 10-b) -shaped connecting plate, 10-c) L-shaped connecting plate, 10-d) T-shaped connecting plate, 10-1) connecting hole and 10-2) connecting steel plate.

Fig. 11 is a schematic isometric and front view of vertical connection of walls.

FIG. 12 is a schematic top and isometric view of a type I wall connection;

FIG. 13 is an isometric and top view of an L-shaped planar connection of a wall;

FIG. 14 is a schematic top and isometric view of a T1 type wall connection;

FIG. 15 is a schematic top and isometric view of a T2 type wall connection;

figure 16 is an isometric and top view schematic of an X-plane connection of a wall.

FIG. 17-a is a schematic illustration of the engineered preform attachment method steps i and ii;

FIG. 17-b is a schematic representation of steps iii and iv of the engineering preform attachment method;

FIGS. 17-c schematic illustrations of steps v and vi of the engineering preform attachment method;

17-1) engineering prefabricated parts to be connected, 17-2) connecting parts and ①) pouring concrete.

FIG. 18 is an isometric illustration of an integrated construction embodiment 1;

fig. 19 is a schematic top view of integrated building embodiment 1.

FIG. 20 is an isometric illustration of the integrated construction embodiment 2;

fig. 21 is a schematic top view of integrated building embodiment 2.

FIG. 22-a is a schematic view of construction steps i and ii of the integrated construction example 2;

FIG. 22-b schematically illustrates construction steps iii and iv of the integrated construction embodiment 2;

FIG. 22-c is an enlarged partial schematic view of portion A of FIG. 22-b;

FIG. 22-d is a schematic illustration of integrated building embodiment 2 construction step v;

FIG. 22-e is a schematic view of construction step vi of the integrated building embodiment 2;

22-1) connecting steel bars, ①) pouring concrete.

Figure 23 is a schematic view of an internal connection frame of the integrated building embodiment 2.

Description of the drawings: the above figures also refer to the objects themselves, the connecting elements in this specification include the elements of fig. 1, 2, 5, 8, 9, 10 and the accompanying text with

references

1, 2, 5, 8, 9, 10 or analogies to them, the brick-concrete wall includes the elements of fig. 3, 6, 7 and the accompanying text with

references

3, 6, 7, and fig. 4, 11, 12, 13, 14, 15, 16, 17, 22 are schematic diagrams of the method.

Declaring that: the accompanying drawings, which are included to provide a further understanding of the invention and are incorporated in and constitute a part of this specification, illustrate embodiments of the invention and together with the description serve to explain the principles of the invention and to enable a person skilled in the pertinent art to make and use the invention.

Detailed Description

The following detailed description of the invention, which is set forth in the summary of the invention, illustrates examples of several embodiments of the invention, and is intended to be readily understood by those skilled in the art.

Fig. 1 shows several wall bricks related to the present invention, including round hole wall bricks 1-a, square hole wall bricks 1-b, and corner bricks 1-c, which are structurally characterized in that the brick body includes a central hole 1-1 and side half holes 1-2, and the size, material and other structural characteristics of the wall bricks do not affect the implementation of the present invention, i.e. the brick body can be clay brick or cement brick, etc., and the brick body structure can be a hollow brick with only holes as shown in the figure or porous, and the present invention can be implemented as long as the structural characteristics shown in the figure are maintained.

Fig. 2 shows two types of bottom foundations designed for the present invention, including a concrete bottom foundation 2-a and a steel structure bottom foundation 2-b, which is structurally characterized in that a bottom mounting groove (hole) 2-2 is designed on a beam main body 2-1, the steel bars are connected to the beam main body 2-1 through the bottom mounting groove (hole) 2-2, the upper and lower parts respectively extend to form an upper connecting steel bar 2-3 and a bottom connecting steel bar 2-4, the steel bars in 2-a are fixed through concrete, the steel bars in 2-b are fixed through welding, the bottom mounting groove (hole) 2-2 in 2-a also plays a role of vertical connection, and as will be seen later, the steel bars in the drawing are mounted on the central axis of the beam main body, but actually can be deviated to one side, and more than one row of steel bars can also be mounted.

As shown in fig. 3 and 4, in order to assemble the brick-concrete integrated wall body by using the components illustrated in fig. 1 and 2, a circular hole wall body brick 1-a is sleeved into an upper connecting reinforcement 2-3 of a concrete bottom foundation 2-a, a concrete pouring hole 4-1 is formed between the brick bodies in the same row by a central hole 1-1 and a side hole 1-2, staggered brick joints 4-2 are formed between the brick bodies in the upper row and the brick bodies in the lower row by staggering the positions of half bricks so as to enhance the shear resistance of the wall body, and concrete ① is poured into the concrete pouring hole 4-1, so that the class-a wall body can be formed;

in the same way, the B-type wall body can be formed by using the components 1-B and 2-B, and the combination between the components is free;

the step of pouring ① can be performed in sections during the wall forming process, i.e. the wall bricks are arranged at a certain height and concrete ① is poured, then the wall bricks are arranged upwards, then concrete ① is poured, and the steps are repeated for a plurality of times to control the concrete consumption or ensure that the concrete can flow downwards along the pouring hole 4-1, so that the wall is formed and comprises a row of scattered reinforced concrete columns which are suitable for bearing load.

FIG. 5 shows a door/window conversion connection member designed to meet the requirements of opening doors and windows on a wall body according to the present invention, which is structurally characterized by comprising three parts, namely a conversion beam 5-1, an upper supplemental connection steel bar 5-2 and a connection hole 5-3, wherein the three parts can be divided into a narrow door beam 5-a and a narrow window beam 5-c with the same width as the conversion beam 5-1 and a wall brick 1, and a door beam 5-b with eave and a window beam 5-d with eave, which are provided with eave parts;

the door and window conversion connecting component can be concrete or a steel structure, the form of the door and window conversion connecting component is approximately the same as that of the bottom foundation 2, the difference is a connecting hole 5-3, the connecting hole 5-3 can be formed by directly punching a hole in a conversion beam 5-1 of the steel structure, or can be formed by pre-burying a steel pipe and a steel plate with holes in the conversion beam 5-1 of the concrete or directly leaving a hole in the middle of a reinforcing mesh pre-buried in the conversion beam.

Fig. 6 and 7 show a door opening wall and a window opening wall, which includes the following steps:

i) cutting off a portion of the reinforcement bar on the bottom foundation,

ii) connecting the wall bricks to a suitable height,

iii) connecting the door and window conversion connecting component,

iv) connecting the upper wall bricks;

wherein, as shown in figure 6, the concrete bottom foundation 2-a is cut off the steel bar in the middle (or is not placed at all), then the wall brick 1-a is connected to the position with the steel bar, after the position is connected to the height of the door, the door beam 5-b with the eave is placed, the steel bar is sleeved in the connecting hole 5-3, the door beam is connected to the wall, and then the wall brick 1-a is continuously connected to the upper part of the door beam, so as to fix the door beam;

the fenestration wall of FIG. 7 is similar, except that the corresponding elements have been modified;

if the wall block 1 is directly used to be connected to the maximum height as shown in fig. 3 without performing the steps iii and iv, a wall having a large opening is formed to be used for forming a frame structure of a building, and the central hole 1-1 and the side holes 1-2 of the wall block 1 may be large to form a column having a small thickness.

Fig. 8, 9 and 10 illustrate several connecting members used in building construction using the integrated brick-concrete wall, including:

a vertical connecting pipe 8 consisting of a connecting steel pipe 8-1 and a connecting steel bar 8-2;

the plane connecting pipe 9 for plane connection comprises a shape connecting pipe 9-a, a shape connecting pipe 9-b, an L-shaped connecting pipe 9-c and a T-shaped connecting pipe 9-d, and consists of a connecting steel bar 9-1, a connecting steel pipe 9-2 and an air vent 9-3;

the plane connecting plate 10 capable of replacing a plane connecting pipe comprises a-shaped connecting plate 10-a, -shaped connecting plate 10-b, an L-shaped connecting plate 10-c and a T-shaped connecting plate 10-d, and is structurally characterized in that a connecting hole 10-1 is formed in a connecting steel plate 10-2, and the plane connecting plate is matched with a corner brick 1-c when in use.

Fig. 11 shows the vertical connection of the walls, the vertical connecting steel bars 3-1 (as shown in fig. 3) left at the upper part of the wall 3-b are sleeved with the vertical connecting pipes 8, concrete is poured into the vertical connecting pipes 8, then the bottom connecting steel bars 2-4 of the other section of the wall 3-b are inserted into the vertical connecting pipes 8, and the vertical connection of the two walls is completed.

Fig. 12 shows a line-shaped plane connection of walls, when two walls 3-b are arranged side by side (one), a plane connecting steel bar 3-2 is sleeved with a one-shaped connecting pipe 9-a (as shown in fig. 3), and concrete ① is poured into the connecting steel pipe 9-2 to complete the connection.

Fig. 13, 14, 15 and 16 show the same principle as fig. 12, except that different plane connecting pipes are selected according to the number and arrangement of the connecting walls;

if the flat connection plate 10 shown in fig. 10 is used instead of the flat connection pipe 9, the same rule is selected, and when in use, the corner bricks 1-c are used for connecting a flat connection plate 10 at a certain interval, and then concrete is poured to connect the corner bricks 1-c and the flat connection plate 10.

Fig. 17 shows a conceptual diagram of the connection method summarized in fig. 11 to 16, and is characterized by including the steps of:

i) using an engineered preform 17-1 having a connection site 17-2 (two upper and lower portions are included in the figure),

ii) the engineering prefabricated member 17-1 is arranged in a plane according to certain requirements,

iii) joining the engineered preforms 17-1 using flat connectors (e.g., 9-a) and pouring adhesive ① into the connectors,

iv) for vertical connecting pipes (9-a in the figure can simultaneously act as vertical connection), pouring ① of adhesive, inserting the lower connecting part of the engineering prefabricated member 17-1 into the connecting pipe,

v) continuing to execute step iii) upwards,

vi) continuing to execute step iv) upwards.

Fig. 18 and 19 show the main structure of a single-storey building, in which the main components are the above-mentioned components, and the types and numbers of the components can be counted from fig. 19 as follows:

TABLE 1

	Component numbering	Name of component	Number of components
				1	3-a	Class A wall	4
2	6	Wall body opens door	3
				3	7	Window wall	3
4	9-a	Straight connecting pipe	5
				5	9-b	Long one-shaped connecting pipe	1
6	9-c	L-shaped connecting pipe	1
				7	9-d	T-shaped connecting pipe	1

Fig. 20 and 21 show the main structure of a two-story building, in which the main components are the above-mentioned components, and the types and numbers of the components can be counted from the two drawings as follows:

TABLE 2

	Component numbering	Name of component	Number of components
				1	3-a	Class A wall	10
2	6	Wall body opens door	1
				3	7	Window wall	1
4	9-a	Straight connecting pipe	12
				5	8	Vertical connecting pipe	12

Fig. 22 shows a construction process of the building shown in fig. 20, wherein firstly all the components in table 2 are produced in the factory according to the corresponding standards and quantities, and after being transported to a construction site, the connection steps are as follows:

starting to connect a first wall 6 on the original foundation connecting body 22-1;

ii) connecting the first layer of wall body on the basis of the step i;

iii) sleeving corresponding connecting

pipes

8 and 9 on the transverse connecting steel bars and the longitudinal connecting steel bars of the first layer of wall body;

iv) welding the connecting

pipes

8 and 9 by using connecting steel bars 22-1, and pouring ① concrete in the connecting steel pipes;

v) connecting the second layer of wall;

vi) connecting the second layer of connecting pipes.

Fig. 23 shows an internal frame of a building connected by the method shown in fig. 22, wherein the internal frame is connected into a whole by a bottom foundation or welding, and a steel bar in a steel pipe is fixed by concrete, so that the formed building is not displaced and has excellent performance.

Declaring that: this section is intended to illustrate the key technical innovation of the present invention and its preferred embodiments, so as to understand and realize the present invention, but it does not cover all the technologies used in the present invention, but the technical sections not described in detail belong to the known technologies in the field, and are the parts that can be easily thought by the ordinary skilled person in the art, for example, the wall bricks may be hollow bricks, the reinforcement cage bound in the concrete beam type body of the bottom foundation, the brick-concrete integrated wall may be provided with more than two rows of wall bricks, floors should be installed according to floors during the floor construction, etc., and the addition of these technologies is not inventive and is included in the scope of the present invention.

Claims

1. A masonry-concrete integrated wall comprising:

the method is characterized in that:

2. The masonry-concrete integrated wall of claim 1, wherein said rebar is mounted on the beam body at the center axis or off to one side.

3. The implementation method of the brick-concrete integrated wall is characterized in that the brick-concrete integrated wall is the brick-concrete integrated wall as claimed in any one of claims 1-2, concrete is poured on the wall bricks arranged at a certain height, then the wall bricks are arranged upwards, concrete is poured on the wall bricks, and the process is repeated for multiple times.

4. The method of claim 3, wherein the bottom foundation is cut off a portion of the reinforcing bars to connect the wall bricks to a proper height, and the door and window conversion connecting member is connected to the upper wall bricks.

5. The method of claim 4, wherein the door window conversion coupling member includes a conversion beam, an upper supplementary coupling reinforcement and a coupling hole.

6. The method of claim 4, wherein the DOOR-WINDOW CONVERTING CONNECTION ELEMENT comprises: the width of the conversion beam is equal to that of the wall brick, or the width of the conversion beam is equal to that of the wall brick.

7. The method for realizing the door and window conversion connecting element according to any one of claims 4 to 6, wherein the door and window conversion connecting element is concrete or steel structure.