CN108643393A - A kind of construction method of brick masonry wall piece recycling - Google Patents
A kind of construction method of brick masonry wall piece recycling Download PDFInfo
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- CN108643393A CN108643393A CN201810576646.2A CN201810576646A CN108643393A CN 108643393 A CN108643393 A CN 108643393A CN 201810576646 A CN201810576646 A CN 201810576646A CN 108643393 A CN108643393 A CN 108643393A
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- wall piece
- masonry wall
- constructional column
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/56—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
- E04H9/02—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
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- Architecture (AREA)
- Business, Economics & Management (AREA)
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- Environmental & Geological Engineering (AREA)
- Civil Engineering (AREA)
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- Electromagnetism (AREA)
- Joining Of Building Structures In Genera (AREA)
- Load-Bearing And Curtain Walls (AREA)
Abstract
A kind of construction method of brick masonry wall piece recycling, the present invention relates to engineering construction technology fields, and in particular to a kind of construction method of brick masonry wall piece recycling.The problem of the present invention is to solve the environmental pollutions and the wasting of resources that are faced in masonry structure building demolition.Method：Horizontal connection between masonry wall piece specifically includes shape connection, L-shaped connection is connected with T shapes, is not only suitable for the intersection wall piece of arrangement constructional column, is also applied for the intersection wall piece of no constructional column.The notch and implantation connection reinforcing bar for taking out collar extension size and being less than internal diameter are opened with corning machine in the masonry wall piece both sides removed, adjacent two brick masonry walls blade unit is connected with constructional column simultaneously, and collar tie beam is rationally set, it can effectively improve with the whole anti-seismic performance for removing the new masonry structure building that brick masonry wall blade unit is built, and environmental pollution can be reduced, the wasting of resources is reduced, the recycling for removing brick masonry wall piece, with good economic efficiency and social benefit are realized.
Description
Technical field
The present invention relates to engineering construction technology fields, and in particular to a kind of construction party of brick masonry wall piece recycling
Method.
Background technology
Brick masonry structure building has the characteristics that quantity is big, widespread as one of main building type in China.Due to society
The update with design-build standard can be developed, masonry structure building often cannot be satisfied new in use space and in terms of using function
The seismic seeurity that use demand and relevant criterion require, results in the problem of a large amount of masonry structure buildings face dismounting.If
The masonry of dismounting is treated as building waste, the waste and environmental disruption of resource can be caused.
Invention content
The environmental pollution and the wasting of resources that the invention aims to solve the problems, such as to face in masonry structure building demolition,
And provide a kind of construction method of brick masonry wall piece recycling.
A kind of construction method of brick masonry wall piece recycling of the present invention is used in the both sides of the brick masonry wall piece of dismounting
Corning machine, which is opened, to be taken several notches and is implanted into connection reinforcing bar, the brick masonry wall pieces of adjacent two dismountings connected by constructional column or
No constructional column connection, is arranged collar tie beam after the completion of connection；The collar extension size of the notch is less than internal diameter size, two neighboring notch
Clear distance is not less than the internal diameter size of notch；The constructional column connection includes that a shape connects, L-shaped connection is connected with T shapes；The no structure
It includes linear type connection to make column connection.
Beneficial effects of the present invention：
The present invention improves the whole anti-seismic performance with the new masonry structure building for removing the construction of brick masonry wall blade unit,
Environmental pollution is reduced, is reduced resource waste, has achieved the purpose that removing brick masonry wall piece recycles, and has good economy
Benefit and social benefit.
Description of the drawings
Fig. 1 is the structural schematic diagram after the first masonry wall piece fluting；
The structural schematic diagram that Fig. 2 connects for the linear type of no constructional column；
Fig. 3 is the side schematic view after the first masonry wall piece fluting；
Fig. 4 is the structural schematic diagram of shape connection；
Fig. 5 is the structural schematic diagram of L-shaped connection；
Fig. 6 is the structural schematic diagram of T shapes connection.
Specific implementation mode
Specific implementation mode one：Illustrate present embodiment, a kind of brick masonry wall piece weight of present embodiment in conjunction with Fig. 1 and Fig. 3
The construction method utilized again is to open to take several notches 4 and be implanted into connection using corning machine in the both sides of the brick masonry wall piece of dismounting
The brick masonry wall piece of reinforcing bar 6, adjacent two dismountings is connected by constructional column or is connected without constructional column, setting circle after the completion of connection
Beam；The collar extension size of the notch 4 is less than internal diameter size, and the clear distance of two neighboring notch 4 is not less than the internal diameter size of notch 4；
The constructional column connection includes that a shape connects, L-shaped connection is connected with T shapes；The no constructional column connection includes shape connection.
Specific implementation mode two：Embodiment is described with reference to Fig. 4, and present embodiment is different from specific implementation mode one
It is：The one shape connection is to carry out according to the following steps：First masonry wall piece 1 and the second masonry wall piece 2 are coaxially disposed, first
Constructional column 5 is set between masonry wall piece 1 and the second masonry wall piece 2；The first masonry wall piece 1, the second masonry wall piece 2 and construction
The thickness of column 5 is identical；Along height of house direction coring is used in the side of the first masonry wall piece 1 and the second masonry wall piece 2 respectively
Machine, which is opened, takes several notches 4, and then the notch 4 in 2 outside of the first masonry wall piece 1 and the second masonry wall piece is implanted into connection reinforcing bar
6, the connection reinforcing bar 6 in neighbouring two notches 4 is staggered, and is built the first masonry wall piece 1, second by connecting reinforcing bar 6
Body wall piece 2 and constructional column 5 connect, and connection reinforcing bar 6 is each passed through the first masonry wall piece 1 and second through its both ends of constructional column 5 and builds
The notch 4 of 2 inside of body wall piece is anchored in the first masonry wall piece 1 and the second masonry wall piece 2；Then the reinforcing bar of constructional column 5 is bound,
Pillar side form, notch 4 from the casting concrete to 2 both sides of the first masonry wall piece 1 and the second masonry wall piece and constructional column 5, i.e.,
Complete shape connection.Other are same as the specific embodiment one.
Specific implementation mode three：Present embodiment that embodiment is described with reference to Fig.5, and specific implementation mode one or two are not
Be：The L-shaped connection is to carry out according to the following steps：First masonry wall piece 1 and the second masonry wall piece 2 are vertically arranged,
Constructional column 5 is arranged in the angle of first masonry wall piece 1 and the second masonry wall piece 2；The first masonry wall piece 1 and 5 phase of constructional column
The thickness of adjacent side is identical, and the second masonry wall piece 2 is identical as the thickness of 5 sides adjacent of constructional column；Distinguish along height of house direction
It is opened using corning machine in the side of the first masonry wall piece 1 and the second masonry wall piece 2 and takes several notches 4；Then in the first masonry
The notch 4 in 2 outside of wall piece 1 and the second masonry wall piece is implanted into connection reinforcing bar 6；Connection reinforcing bar 6 in neighbouring two notches 4
It is staggered, one end of a connection reinforcing bar 6 is anchored in constructional column 5, the other end passes through the slot of 1 inside of the first masonry wall piece
Mouth 4 is anchored in the first masonry wall piece 1；A connection reinforcing bar 6 is taken again, one end is anchored in constructional column 5, the other end passes through the
The notch 4 of two masonry wall pieces, 2 inside is anchored in the second masonry wall piece 2；Then the reinforcing bar of binding constructional column 5, pillar side form, to
Casting concrete in the notch 4 and constructional column 5 of 2 both sides of first masonry wall piece 1 and the second masonry wall piece completes L-shaped connection.
Other are the same as one or two specific embodiments.
Specific implementation mode four：Present embodiment that embodiment is described with reference to Fig.6, and specific implementation mode one to three it
Unlike one：The T shapes connection is to carry out according to the following steps：First masonry wall piece 1, the second masonry wall piece 2 and third are built
Body wall piece 3 is arranged according to section to be T-shaped, and the second masonry wall piece 2 is perpendicular to the first masonry wall piece 1 and third masonry
Wall piece 3 is arranged, in the intersection of the first masonry wall piece 1, the second masonry wall piece 2 and third masonry wall piece 3 that are mutually perpendicular to two axis
Constructional column 5 is set；Each length of side of the constructional column 5 thickness of wall piece adjacent with the side is identical；Distinguish along height of house direction
It is opened using corning machine in the side of the first masonry wall piece 1, the second masonry wall piece 2 and third masonry wall piece 3 and takes several notches 4；
Then the notch 4 in 3 outside of the first masonry wall piece 1, the second masonry wall piece 2 and third masonry wall piece is implanted into connection reinforcing bar 6；On
Under connection reinforcing bar 6 in two neighboring notch 4 be staggered, by connecting reinforcing bar 6 by the first masonry wall piece 1, third masonry wall
Piece 3 and constructional column 5 connect, and connection reinforcing bar 6 is each passed through the first masonry wall piece 1 and third masonry wall through its both ends of constructional column 5
The notch 4 of 3 inside of piece is anchored in the first masonry wall piece 1 and third masonry wall piece 3, and one end of a connection reinforcing bar 6 is anchored
In in constructional column 5, the other end passes through the notch 4 of 2 inside of the second masonry wall piece to be anchored in the second masonry wall piece 2；Then it binds
The reinforcing bar of constructional column 5, pillar side form, to the notch of 3 both sides of the first masonry wall piece 1, the second masonry wall piece 2 and third masonry wall piece
4 and constructional column 5 in casting concrete, i.e., complete T-shaped connection.Other are identical as one of specific implementation mode one to three.
Specific implementation mode five：Embodiment is described with reference to Fig. 2, present embodiment and specific implementation mode one to four it
Unlike one：The linear type connection is to carry out according to the following steps：First masonry wall piece 1 and the second masonry wall piece 2 is coaxial
Setting, the first masonry wall piece 1 are identical with the thickness of the second masonry wall piece 2；Along height of house direction respectively in the first masonry
The side of wall piece 1 and the second masonry wall piece 2 is opened using corning machine and takes several notches 4, then in the first masonry wall piece 1 and second
The notch 4 in 2 outside of masonry wall piece is implanted into connection reinforcing bar 6, and the connection reinforcing bar 6 in neighbouring two notches 4 is staggered, leads to
It crosses connection reinforcing bar 6 to connect the first masonry wall piece 1 and the second masonry wall piece 2, the both ends of connection reinforcing bar 6 are each passed through the first masonry
The notch 4 of 2 inside of wall piece 1 and the second masonry wall piece is anchored in the first masonry wall piece 1 and the second masonry wall piece 2, then branch side
Mould, to the notch 4 of 2 both sides of the first masonry wall piece 1 and the second masonry wall piece and the first masonry wall piece 1 and the second masonry wall piece 2
Junction casting concrete, that is, complete no constructional column linear type connection.One of other and specific implementation mode one to four phase
Together.
Beneficial effects of the present invention are verified using following embodiment：
Embodiment one：A kind of construction method of brick masonry wall piece recycling is adopted in the both sides of the brick masonry wall piece of dismounting
It is opened with corning machine and takes several notches 4 and be implanted into connection reinforcing bar 6, the brick masonry wall piece of adjacent two dismountings is connected by constructional column
It connects or is connected without constructional column, collar tie beam is set after the completion of connection；The collar extension size of the notch 4 is less than internal diameter size, two neighboring
The clear distance of notch 4 is not less than the internal diameter size of notch 4；The constructional column connection includes that a shape connects, L-shaped connection is connected with T shapes；
The no constructional column connection includes shape connection.
The one shape connection is to carry out according to the following steps：First masonry wall piece 1 and the second masonry wall piece 2 are coaxially disposed,
Constructional column 5 is set between the first masonry wall piece 1 and the second masonry wall piece 2；The first masonry wall piece 1, the second masonry wall piece 2
It is identical with the thickness of constructional column 5；It is adopted respectively in the side of the first masonry wall piece 1 and the second masonry wall piece 2 along height of house direction
It is opened with corning machine and takes several notches 4, then in 4 company of being implanted into of notch in 2 outside of the first masonry wall piece 1 and the second masonry wall piece
Connect reinforcing bar 6, the connection reinforcing bar 6 in neighbouring two notches 4 is staggered, by connect reinforcing bar 6 by the first masonry wall piece 1,
Second masonry wall piece 2 and constructional column 5 connect, and connection reinforcing bar 6 is each passed through 1 He of the first masonry wall piece through its both ends of constructional column 5
The notch 4 of second masonry wall piece, 2 inside is anchored in the first masonry wall piece 1 and the second masonry wall piece 2；Then constructional column 5 is bound
Reinforcing bar, pillar side form pours mixed into the notch 4 and constructional column 5 of 2 both sides of the first masonry wall piece 1 and the second masonry wall piece
Solidifying soil completes shape connection.
The L-shaped connection is to carry out according to the following steps：First masonry wall piece 1 and the second masonry wall piece 2 are vertically arranged,
Constructional column 5 is arranged in the angle of first masonry wall piece 1 and the second masonry wall piece 2；The first masonry wall piece 1 and 5 phase of constructional column
The thickness of adjacent side is identical, and the second masonry wall piece 2 is identical as the thickness of 5 sides adjacent of constructional column；Distinguish along height of house direction
It is opened using corning machine in the side of the first masonry wall piece 1 and the second masonry wall piece 2 and takes several notches 4；Then in the first masonry
The notch 4 in 2 outside of wall piece 1 and the second masonry wall piece is implanted into connection reinforcing bar 6；Connection reinforcing bar 6 in neighbouring two notches 4
It is staggered, one end of a connection reinforcing bar 6 is anchored in constructional column 5, the other end passes through the slot of 1 inside of the first masonry wall piece
Mouth 4 is anchored in the first masonry wall piece 1；A connection reinforcing bar 6 is taken again, one end is anchored in constructional column 5, the other end passes through the
The notch 4 of two masonry wall pieces, 2 inside is anchored in the second masonry wall piece 2；Then the reinforcing bar of binding constructional column 5, pillar side form, to
Casting concrete in the notch 4 and constructional column 5 of 2 both sides of first masonry wall piece 1 and the second masonry wall piece completes L-shaped connection.
The T shapes connection is to carry out according to the following steps：By the first masonry wall piece 1, the second masonry wall piece 2 and third masonry wall
Piece 3 is arranged according to section to be T-shaped, and the second masonry wall piece 2 is perpendicular to the first masonry wall piece 1 and third masonry wall piece
3 settings are arranged in the intersection for the first masonry wall piece 1, the second masonry wall piece 2 and the third masonry wall piece 3 for being mutually perpendicular to two axis
Constructional column 5；Each length of side of the constructional column 5 thickness of wall piece adjacent with the side is identical；Along height of house direction respectively
The side of one masonry wall piece 1, the second masonry wall piece 2 and third masonry wall piece 3 is opened using corning machine takes several notches 4；Then
Notch 4 in 3 outside of the first masonry wall piece 1, the second masonry wall piece 2 and third masonry wall piece is implanted into connection reinforcing bar 6；Phase up and down
Connection reinforcing bar 6 in adjacent two notches 4 is staggered, by connecting reinforcing bar 6 by the first masonry wall piece 1,3 and of third masonry wall piece
Constructional column 5 connects, and connection reinforcing bar 6 is each passed through through its both ends of constructional column 5 in the first masonry wall piece 1 and third masonry wall piece 3
The notch 4 of side is anchored in the first masonry wall piece 1 and third masonry wall piece 3, and one end of a connection reinforcing bar 6 is anchored in construction
In column 5, the other end passes through the notch 4 of 2 inside of the second masonry wall piece to be anchored in the second masonry wall piece 2；Then constructional column 5 is bound
Reinforcing bar, pillar side form, to the notch 4 and structure of 3 both sides of the first masonry wall piece 1, the second masonry wall piece 2 and third masonry wall piece
Casting concrete in column 5 is made, i.e., complete T-shaped connection.
The linear type connection is to carry out according to the following steps：First masonry wall piece 1 and the second masonry wall piece 2 are coaxially set
It sets, the first masonry wall piece 1 is identical with the thickness of the second masonry wall piece 2；Along height of house direction respectively in the first masonry wall
The side of piece 1 and the second masonry wall piece 2 is opened using corning machine and takes several notches 4, is then built in the first masonry wall piece 1 and second
The notch 4 in 2 outside of body wall piece is implanted into connection reinforcing bar 6, and the connection reinforcing bar 6 in neighbouring two notches 4 is staggered, passes through
Connection reinforcing bar 6 connects the first masonry wall piece 1 and the second masonry wall piece 2, and the both ends of connection reinforcing bar 6 are each passed through the first masonry wall
The notch 4 of 2 inside of piece 1 and the second masonry wall piece is anchored in the first masonry wall piece 1 and the second masonry wall piece 2, then branch side form,
To the notch 4 of 2 both sides of the first masonry wall piece 1 and the second masonry wall piece and the company of the first masonry wall piece 1 and the second masonry wall piece 2
Place's casting concrete is connect, that is, completes the linear type connection of no constructional column.
Embodiment improves the whole shock resistances with the new masonry structure building for removing the construction of brick masonry wall blade unit
Can, environmental pollution is reduced, is reduced resource waste, has achieved the purpose that removing brick masonry wall piece recycles, and has good
Economic benefit and social benefit.
Claims (5)
1. a kind of construction method of brick masonry wall piece recycling, it is characterised in that the construction method of brick masonry wall piece recycling
It is to open to take several notches (4) and be implanted into connection reinforcing bar (6) using corning machine in the both sides of the brick masonry wall piece of dismounting, it is adjacent
The brick masonry wall piece of two dismountings is connected by constructional column or is connected without constructional column, and collar tie beam is arranged after the completion of connection；The notch
(4) collar extension size is less than internal diameter size, and the clear distance of two neighboring notch (4) is not less than the internal diameter size of notch (4)；The structure
It includes that a shape connects, L-shaped connection is connected with T shapes to make column connection；The no constructional column connection includes linear type connection.
2. a kind of construction method of brick masonry wall piece recycling according to claim 1, it is characterised in that a shape
Connection is to carry out according to the following steps：First masonry wall piece (1) and the second masonry wall piece (2) are coaxially disposed, in the first masonry wall
Constructional column (5) is set between piece (1) and the second masonry wall piece (2)；The first masonry wall piece (1), the second masonry wall piece (2) and
The thickness of constructional column (5) is identical；Along height of house direction respectively in the side of the first masonry wall piece (1) and the second masonry wall piece (2)
Face is opened using corning machine takes several notches (4), then the slot on the outside of the first masonry wall piece (1) and the second masonry wall piece (2)
Mouth (4) is implanted into connection reinforcing bar (6), and the connection reinforcing bar (6) in neighbouring two notches (4) is staggered, and passes through and connects steel
Muscle (6) connects the first masonry wall piece (1), the second masonry wall piece (2) and constructional column (5), and connection reinforcing bar (6) runs through constructional column
(5) notch (4) that its both ends is each passed through on the inside of the first masonry wall piece (1) and the second masonry wall piece (2) is anchored at the first masonry
In wall piece (1) and the second masonry wall piece (2)；Then the reinforcing bar of binding constructional column (5), pillar side form, to the first masonry wall piece (1)
With the notch (4) and constructional column (5) interior casting concrete of second masonry wall piece (2) both sides, that is, complete shape connection.
3. a kind of construction method of brick masonry wall piece recycling according to claim 1, it is characterised in that the L-shaped connects
Connect is to carry out according to the following steps：First masonry wall piece (1) and the second masonry wall piece (2) are vertically arranged, in the first masonry wall piece
(1) and constructional column (5) is arranged in the angle of the second masonry wall piece (2)；The first masonry wall piece (1) is adjacent with constructional column (5)
The thickness of side is identical, and the second masonry wall piece (2) is identical as the thickness of constructional column (5) sides adjacent；Along height of house direction point
It is not opened using corning machine in the side of the first masonry wall piece (1) and the second masonry wall piece (2) and takes several notches (4)；Then exist
Notch (4) on the outside of first masonry wall piece (1) and the second masonry wall piece (2) is implanted into connection reinforcing bar (6)；Neighbouring two slots
Connection reinforcing bar (6) in mouth (4) is staggered, and one end of a connection reinforcing bar (6) is anchored in constructional column (5), the other end
Notch (4) on the inside of the first masonry wall piece (1) is anchored in the first masonry wall piece (1)；A connection reinforcing bar (6) is taken again,
One end is anchored in constructional column (5), the other end passes through the notch (4) on the inside of the second masonry wall piece (2) to be anchored at the second masonry
In wall piece (2)；Then the reinforcing bar of binding constructional column (5), pillar side form, to the first masonry wall piece (1) and the second masonry wall piece (2)
The notch (4) and constructional column (5) interior casting concrete of both sides complete L-shaped connection.
4. a kind of construction method of brick masonry wall piece recycling according to claim 1, it is characterised in that the T shapes connect
Connect is to carry out according to the following steps：By the first masonry wall piece (1), the second masonry wall piece (2) and third masonry wall piece (3) according to section
It is arranged to be T-shaped, the second masonry wall piece (2) sets perpendicular to the first masonry wall piece (1) and third masonry wall piece (3)
It sets, is set in the intersection of the first masonry wall piece (1), the second masonry wall piece (2) and the third masonry wall piece (3) that are mutually perpendicular to two axis
Set constructional column (5)；Each length of side thickness of wall piece adjacent with the side of the constructional column (5) is identical；Along height of house direction point
Do not opened using corning machine in the side of the first masonry wall piece (1), the second masonry wall piece (2) and third masonry wall piece (3) take it is several
A notch (4)；Then the notch (4) on the outside of the first masonry wall piece (1), the second masonry wall piece (2) and third masonry wall piece (3)
It is implanted into connection reinforcing bar (6)；Connection reinforcing bar (6) in neighbouring two notches (4) is staggered, by connecting reinforcing bar (6)
By the first masonry wall piece (1), third masonry wall piece (3) and constructional column (5) connect, connection reinforcing bar (6) through constructional column (5) its two
The notch (4) being each passed through on the inside of the first masonry wall piece (1) and third masonry wall piece (3) is held to be anchored at the first masonry wall piece (1)
With in third masonry wall piece (3), one end of a connection reinforcing bar (6) is anchored in constructional column (5), the other end passes through second to build
Notch (4) on the inside of body wall piece (2) is anchored in the second masonry wall piece (2)；Then the reinforcing bar of binding constructional column (5), pillar side
Mould, to the notch (4) and constructional column of the first masonry wall piece (1), the second masonry wall piece (2) and third masonry wall piece (3) both sides
(5) interior casting concrete, i.e., complete T-shaped connection.
5. a kind of construction method of brick masonry wall piece recycling according to claim 1, it is characterised in that a word
Shape connection is to carry out according to the following steps：First masonry wall piece (1) and the second masonry wall piece (2) are coaxially disposed, described first builds
Body wall piece (1) is identical with the thickness of the second masonry wall piece (2)；Along height of house direction respectively in the first masonry wall piece (1) and
The side of two masonry wall pieces (2) is opened using corning machine takes several notches (4), is then built in the first masonry wall piece (1) and second
Notch (4) on the outside of body wall piece (2) is implanted into connection reinforcing bar (6), and the connection reinforcing bar (6) in neighbouring two notches (4) is handed over
Mistake setting is connected the first masonry wall piece (1) and the second masonry wall piece (2) by connecting reinforcing bar (6), the two of connection reinforcing bar (6)
The notch (4) being each passed through on the inside of the first masonry wall piece (1) and the second masonry wall piece (2) is held to be anchored at the first masonry wall piece (1)
With in the second masonry wall piece (2), then branch side form, to the notch of the first masonry wall piece (1) and second masonry wall piece (2) both sides
(4) and the junction casting concrete of the first masonry wall piece (1) and the second masonry wall piece (2), that is, the one of no constructional column is completed
Font connects.
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810576646.2A CN108643393B (en) | 2018-06-05 | 2018-06-05 | Construction method for recycling brick masonry wall piece |
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| Application Number | Priority Date | Filing Date | Title |
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| CN201810576646.2A CN108643393B (en) | 2018-06-05 | 2018-06-05 | Construction method for recycling brick masonry wall piece |
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| CN108643393B CN108643393B (en) | 2020-08-25 |
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Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1560392A (en) * | 2004-03-05 | 2005-01-05 | 刘庆军 | Method of wall cutting and house constructing |
| CN103993741A (en) * | 2014-06-06 | 2014-08-20 | 扬州大学 | Method for building anti-seismic bricked formwork constructional column |
| CN207228409U (en) * | 2017-06-21 | 2018-04-13 | 杨连树 | The non-bearing wall body of gypsum injection molded |
-
2018
- 2018-06-05 CN CN201810576646.2A patent/CN108643393B/en active Active
Patent Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1560392A (en) * | 2004-03-05 | 2005-01-05 | 刘庆军 | Method of wall cutting and house constructing |
| CN103993741A (en) * | 2014-06-06 | 2014-08-20 | 扬州大学 | Method for building anti-seismic bricked formwork constructional column |
| CN207228409U (en) * | 2017-06-21 | 2018-04-13 | 杨连树 | The non-bearing wall body of gypsum injection molded |
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| Publication number | Publication date |
|---|---|
| CN108643393B (en) | 2020-08-25 |
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