CN111749475A - Autoclaved fly ash brick masonry arrangement method and masonry arrangement system - Google Patents
Autoclaved fly ash brick masonry arrangement method and masonry arrangement system Download PDFInfo
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- CN111749475A CN111749475A CN202010693186.9A CN202010693186A CN111749475A CN 111749475 A CN111749475 A CN 111749475A CN 202010693186 A CN202010693186 A CN 202010693186A CN 111749475 A CN111749475 A CN 111749475A
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- Prior art keywords
- masonry
- fly ash
- autoclaved fly
- bricks
- mortar
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/14—Conveying or assembling building elements
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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
- E04B2/02—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/14—Conveying or assembling building elements
- E04G21/16—Tools or apparatus
- E04G21/18—Adjusting tools; Templates
- E04G21/1841—Means for positioning building parts or elements
- E04G21/185—Means for positioning building parts or elements for anchoring elements or elements to be incorporated in the structure
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/14—Conveying or assembling building elements
- E04G21/16—Tools or apparatus
- E04G21/18—Adjusting tools; Templates
- E04G21/1841—Means for positioning building parts or elements
- E04G21/1858—Templates for window or door openings, e.g. in a masonry wall
-
- 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
- E04B2/02—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements
- E04B2002/0202—Details of connections
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Mechanical Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Working Measures On Existing Buildindgs (AREA)
Abstract
The invention relates to the technical field of building construction, in particular to an autoclaved fly ash brick masonry arrangement method and a masonry arrangement system, which comprise the following steps: step one, preparing materials and establishing a masonry distribution system; step two, snapping lines in a construction area through the masonry arrangement system, and constructing a wall body base surface area; thirdly, leveling and checking the base surface area of the wall body according to the elevation of the lowest layer of bricks in the masonry arrangement system; and step four, laying bricks. The invention ensures that the built wall not only ensures the building precision, but also improves the supporting capacity of the wall by matching the brick masonry arrangement method of the brick masonry arrangement system.
Description
Technical Field
The invention relates to the technical field of building construction, in particular to an autoclaved fly ash brick masonry arrangement method and a masonry arrangement system.
Background
In the existing common wall masonry method, a masonry wall is usually constructed firstly through corners or transverse and longitudinal junctions of the wall, reference bases are sequentially adopted at the later stage of the wall, and in the masonry process of the corners and the junctions of the wall in a simple perpendicular line mode, the referenced perpendicular lines need to be continuously adjusted, so that the change of the reference bases is caused, the final wall masonry precision is influenced, and the mechanical performance of the wall is influenced.
Disclosure of Invention
The invention provides an autoclaved fly ash brick masonry arrangement method and a masonry arrangement system, and a masonry wall can ensure the construction precision and improve the support capability of the wall by matching with the brick masonry arrangement method of the brick masonry arrangement system.
In order to achieve the purpose, the invention provides the following technical scheme: an autoclaved fly ash brick masonry arrangement method and a masonry arrangement system comprise:
step one, preparing materials and establishing a masonry distribution system;
step two, snapping lines in a construction area through the masonry arrangement system, and constructing a wall body base surface area;
thirdly, leveling and checking the base surface area of the wall body according to the elevation of the lowest layer of bricks in the masonry arrangement system;
and step four, laying bricks.
Preferably, the masonry arrangement system is composed of a plurality of leather number rods, and the leather number rods are marked with the size elevations of door and window openings, tie bars, ring beams and lintels; and each pole with the number of leather is vertically distributed and arranged according to the design length of the wall body.
Preferably, the first step comprises detecting the water content of the autoclaved fly ash brick, and controlling the water content to be 8% -12%; the mortar testing method further comprises mortar trial assembly and testing, wherein the mortar is tested by adopting a masonry test, and the mortar is put into use after being tested to be qualified.
Preferably, in the second step, a snapping line is performed between any two adjacent leather counting rods, a main axis of the wall body and a masonry control sideline of the masonry are constructed, and the wall body base surface area is generated.
Preferably, in the third step, the horizontal mortar joints of the first layer of bricks with the thickness less than 30 mm are leveled by masonry mortar; and leveling the horizontal mortar joints of the first layer of bricks larger than 30 mm by adopting fine aggregate concrete.
Preferably, in the brick row building process of the fourth step, the corner of the outer wall and the joint of the longitudinal wall and the transverse wall are built at the same time.
Preferably, each layer of autoclaved fly ash bricks are built sequentially from far to near, from bottom to top and from outside to inside, and at the beginning of each layer, the building is controlled by pulling wires from corners or positioning building blocks.
Preferably, when the autoclaved fly ash bricks are built to be close to the bottom of the beam and the slab, gaps of 190-210 mm are reserved, and after at least 14 days, the autoclaved fly ash bricks are obliquely built, and the gaps are filled with masonry mortar.
The invention has the beneficial effects that: by the aid of the brick masonry arrangement method and the masonry arrangement system, construction precision and masonry strength are guaranteed, meanwhile, the masonry can be perfectly filled below the beam column, and reliable supporting effect on the beam column is achieved through a final joint filling stage.
Drawings
In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings used in the description of the embodiments or the prior art will be briefly described below, it is obvious that the drawings in the following description are only some embodiments of the present invention, and for those skilled in the art, other drawings can be obtained according to the drawings without creative efforts.
FIG. 1 is a schematic view of the construction steps of the present invention.
Detailed Description
The technical solutions of the present invention will be described clearly and completely with reference to the accompanying drawings, and it is to be understood that the described embodiments are only a part of the embodiments of the present invention, and not all of the embodiments. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.
As shown in fig. 1, an autoclaved fly ash brick masonry arrangement method and a masonry arrangement system include:
step one, preparing materials and establishing a masonry distribution system; the material preparation comprises the steps of detecting the water content of the autoclaved fly ash brick, and controlling the water content to be 8-12%; the mortar testing method further comprises mortar trial assembly and testing, wherein the mortar is tested by adopting a masonry test, and the mortar is put into use after being tested to be qualified. The masonry arrangement system is composed of a plurality of leather number rods, and the leather number rods mark the size elevations of door and window openings, tie bars, ring beams and lintels; and each pole with the number of leather is vertically distributed and arranged according to the design length of the wall body.
Step two, snapping lines in a construction area through the masonry arrangement system, and constructing a wall body base surface area; the specific line snapping method is to snap lines between any two adjacent leather counting rods, construct the main axis of the wall body and the masonry control sideline of the masonry body, and generate the wall body base surface area.
Thirdly, leveling and checking the base surface area of the wall body according to the elevation of the lowest layer of bricks in the masonry arrangement system; leveling the horizontal mortar joints of the first layer of bricks with the thickness less than 30 mm by using masonry mortar; and leveling the horizontal mortar joints of the first layer of bricks larger than 30 mm by adopting fine aggregate concrete.
And step four, bricking the row bricks, wherein in the bricking process of the step four, the corners of the outer wall and the joints of the longitudinal and transverse walls are bricked at the same time. And (3) carrying out masonry on each layer of autoclaved fly ash bricks in the sequence of far-back-near, bottom-back-up and outside-back, and pulling wires from corners or positioning building blocks to control masonry at the beginning of each layer. When the autoclaved fly ash bricks are built to be close to the bottom of the beam and the slab, gaps of 190-210 mm are reserved, after at least 14 days, the autoclaved fly ash bricks are obliquely built, and the gaps are filled with masonry mortar.
By the aid of the brick masonry arrangement method and the masonry arrangement system, construction precision and masonry strength are guaranteed, meanwhile, the masonry can be perfectly filled below the beam column, and reliable supporting effect on the beam column is achieved through a final joint filling stage.
The above description is only for the specific embodiments of the present invention, but the scope of the present invention is not limited thereto, and any person skilled in the art can easily conceive of the changes or substitutions within the technical scope of the present invention, and all the changes or substitutions should be covered within the scope of the present invention. Therefore, the protection scope of the present invention shall be subject to the protection scope of the claims.
Claims (8)
1. An autoclaved fly ash brick masonry arrangement method and a masonry arrangement system are characterized by comprising the following steps:
step one, preparing materials and establishing a masonry distribution system;
step two, snapping lines in a construction area through the masonry arrangement system, and constructing a wall body base surface area;
thirdly, leveling and checking the base surface area of the wall body according to the elevation of the lowest layer of bricks in the masonry arrangement system;
and step four, laying bricks.
2. The autoclaved fly ash brick masonry layout method and the masonry layout system according to claim 1, characterized in that: the masonry arrangement system is composed of a plurality of leather number rods, and dimension elevations of door and window openings, tie bars, ring beams and lintels are marked on the leather number rods; and each pole with the number of leather is vertically distributed and arranged according to the design length of the wall body.
3. The autoclaved fly ash brick masonry layout method and the masonry layout system according to claim 1, characterized in that: the first step comprises the steps of detecting the water content of the autoclaved fly ash brick, and controlling the water content to be 8-12%; the mortar testing method further comprises mortar trial assembly and testing, wherein the mortar is tested by adopting a masonry test, and the mortar is put into use after being tested to be qualified.
4. The autoclaved fly ash brick masonry layout method and the masonry layout system according to claim 1, characterized in that: and in the second step, snapping lines are carried out between any two adjacent leather number rods, a main axis of the wall body and a masonry control sideline of the masonry are constructed, and the wall body base surface area is generated.
5. The autoclaved fly ash brick masonry layout method and the masonry layout system according to claim 1, characterized in that: in the third step, the horizontal mortar joints of the first layer of bricks with the thickness less than 30 mm are leveled by adopting masonry mortar; and leveling the horizontal mortar joints of the first layer of bricks which are larger than 30 mm by using fine aggregate concrete.
6. The autoclaved fly ash brick masonry layout method and the masonry layout system according to claim 1, characterized in that: and in the brick row building process of the fourth step, building the corner of the outer wall and the joint of the longitudinal wall and the transverse wall at the same time.
7. The autoclaved fly ash brick masonry layout method and the masonry layout system according to claim 1, characterized in that: and (3) carrying out masonry on each layer of autoclaved fly ash bricks in the sequence of far-back-near, bottom-back-up and outside-back, and pulling wires from corners or positioning building blocks to control masonry at the beginning of each layer.
8. The autoclaved fly ash brick masonry layout method and the masonry layout system according to claim 1, characterized in that: when the autoclaved fly ash bricks are built to be close to the bottom of the beam and the slab, gaps of 190-210 mm are reserved, after at least 14 days, the autoclaved fly ash bricks are obliquely built, and the gaps are filled with masonry mortar.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202010693186.9A CN111749475A (en) | 2020-07-17 | 2020-07-17 | Autoclaved fly ash brick masonry arrangement method and masonry arrangement system |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202010693186.9A CN111749475A (en) | 2020-07-17 | 2020-07-17 | Autoclaved fly ash brick masonry arrangement method and masonry arrangement system |
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| CN111749475A true CN111749475A (en) | 2020-10-09 |
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| CN202010693186.9A Pending CN111749475A (en) | 2020-07-17 | 2020-07-17 | Autoclaved fly ash brick masonry arrangement method and masonry arrangement system |
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Citations (7)
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|---|---|---|---|---|
| CN103266767A (en) * | 2013-05-27 | 2013-08-28 | 中国航天建设集团有限公司 | Construction method for preventing and treating cracks between concrete structure and filler wall |
| CN103821253A (en) * | 2014-02-28 | 2014-05-28 | 浙江海天建设集团有限公司 | Constructing technique for aerated concrete block filler wall |
| CN105089680A (en) * | 2015-04-14 | 2015-11-25 | 山东科技大学 | Gob-side entry retaining light-weight high-strength concrete block wall and construction technology thereof |
| CN105201101A (en) * | 2015-08-21 | 2015-12-30 | 中铁建大桥工程局集团第五工程有限公司 | Light aggregate concrete small hollow block building masonry construction method |
| CN105604211A (en) * | 2016-01-06 | 2016-05-25 | 宁波中洲建设工程有限公司 | Anti-crack construction method for joint of filling wall and frame girder |
| CN106083150A (en) * | 2016-06-12 | 2016-11-09 | 青岛海川建设集团有限公司 | Self-heat conserving autoclaved lightweight sand aerated concrete block and wall construction technique thereof |
| CN108894498A (en) * | 2018-07-27 | 2018-11-27 | 庐江荣睿建设工程有限公司 | A kind of building filling wall integrated construction technique |
-
2020
- 2020-07-17 CN CN202010693186.9A patent/CN111749475A/en active Pending
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103266767A (en) * | 2013-05-27 | 2013-08-28 | 中国航天建设集团有限公司 | Construction method for preventing and treating cracks between concrete structure and filler wall |
| CN103821253A (en) * | 2014-02-28 | 2014-05-28 | 浙江海天建设集团有限公司 | Constructing technique for aerated concrete block filler wall |
| CN105089680A (en) * | 2015-04-14 | 2015-11-25 | 山东科技大学 | Gob-side entry retaining light-weight high-strength concrete block wall and construction technology thereof |
| CN105201101A (en) * | 2015-08-21 | 2015-12-30 | 中铁建大桥工程局集团第五工程有限公司 | Light aggregate concrete small hollow block building masonry construction method |
| CN105604211A (en) * | 2016-01-06 | 2016-05-25 | 宁波中洲建设工程有限公司 | Anti-crack construction method for joint of filling wall and frame girder |
| CN106083150A (en) * | 2016-06-12 | 2016-11-09 | 青岛海川建设集团有限公司 | Self-heat conserving autoclaved lightweight sand aerated concrete block and wall construction technique thereof |
| CN108894498A (en) * | 2018-07-27 | 2018-11-27 | 庐江荣睿建设工程有限公司 | A kind of building filling wall integrated construction technique |
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Application publication date: 20201009 |