CN113653217A - Construction method of argil brick dry wall of archaized building - Google Patents
Construction method of argil brick dry wall of archaized building Download PDFInfo
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- CN113653217A CN113653217A CN202110967271.4A CN202110967271A CN113653217A CN 113653217 A CN113653217 A CN 113653217A CN 202110967271 A CN202110967271 A CN 202110967271A CN 113653217 A CN113653217 A CN 113653217A
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- bars
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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
- E04B2/14—Walls having cavities in, but not between, the elements, i.e. each cavity being enclosed by at least four sides forming part of one single element
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
- E04C5/01—Reinforcing elements of metal, e.g. with non-structural coatings
- E04C5/02—Reinforcing elements of metal, e.g. with non-structural coatings of low bending resistance
- E04C5/03—Reinforcing elements of metal, e.g. with non-structural coatings of low bending resistance with indentations, projections, ribs, or the like, for augmenting the adherence to the concrete
-
- 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
- E04G21/02—Conveying or working-up concrete or similar masses able to be heaped or cast
-
- 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
- E04G21/12—Mounting of reinforcing inserts; Prestressing
- E04G21/122—Machines for joining reinforcing bars
- E04G21/123—Wire twisting tools
-
- 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
-
- 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
- E04G21/1883—Spacers, e.g. to have a constant spacing between courses of masonry
-
- 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
- E04G21/20—Tools or apparatus for applying mortar
-
- 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
- E04G21/22—Tools or apparatus for setting building elements with mortar, e.g. bricklaying machines
-
- G—PHYSICS
- G06—COMPUTING; CALCULATING OR COUNTING
- G06F—ELECTRIC DIGITAL DATA PROCESSING
- G06F30/00—Computer-aided design [CAD]
- G06F30/10—Geometric CAD
- G06F30/13—Architectural design, e.g. computer-aided architectural design [CAAD] related to design of buildings, bridges, landscapes, production plants or roads
Abstract
The invention discloses a construction method of a clay brick dry wall of an antique building. The construction method of the argil brick dry wall of the antique building comprises the following steps: step A, designing a drawing of the dry wall deeply, reducing the vertical building height by arranging a lug between layers, and connecting the dry wall with an outer wall by arranging a vertical dowel, a horizontal grid ladder bar and a tie bar to form a whole, so as to ensure safety and reliability. The construction method of the argil brick dry wall of the archaized building is simple and convenient to operate, safe and reliable, can improve the construction efficiency of the argil brick dry wall, shortens the project construction period, reduces the project cost, accords with the development concepts of energy conservation, environmental protection and green construction of the current building industry, has remarkable economic and social benefits, and can effectively solve the problems of low working efficiency and high cost of the dry wall construction.
Description
Technical Field
The invention relates to the technical field of archaized buildings, in particular to a construction method of a clay brick dry wall of an archaized building.
Background
The brick wall of the clear water utilizes the texture and color of the brick wall to achieve the decorative effect, integrates maintenance and decoration, effectively reduces decoration materials, achieves the purposes of eliminating common defects of decoration quality, saving energy and reducing consumption, accords with the national green environmental protection idea, and has very wide development prospect.
In the prior art, the argil brick and water brick wall has extremely high requirements on the specification and the size of bricks, and particularly, the flatness of the wall surface is difficult to ensure for L-shaped special-shaped bricks; the construction process has high requirements, particularly the control difficulty of the mortar joint is high, the mortar joint is difficult to ensure to be straight and uniform in size, the construction efficiency is low, and uncertain human factors are large; the brick wall of the clear water is directly paved and built on the heat preservation surface layer, the bonding is not firm, and the safety risk is large; the fresh water brick wall is easy to generate the phenomena of efflorescence after being affected with damp in the later period, influences the effect and the quality of the outer vertical surface in the later period, further influences the structure safety, is a technical problem facing the construction of the argil brick fresh water wall, and is a main factor for restricting the popularization and the application of the argil brick fresh water wall in the building market.
Disclosure of Invention
Technical problem to be solved
Aiming at the defects of the prior art, the invention provides a construction method of a clay brick dry wall of an antique building, which solves the problems that in the prior art, the clay brick dry wall has extremely high requirements on the specification and the size of bricks, and particularly, the flatness of the wall surface is difficult to ensure for L-shaped special bricks; the construction process has high requirements, particularly the control difficulty of the mortar joint is high, the mortar joint is difficult to ensure to be straight and uniform in size, the construction efficiency is low, and uncertain human factors are large; the brick wall of the clear water is directly paved and built on the heat preservation surface layer, the bonding is not firm, and the safety risk is large; the brick wall of clear water, later stage wets and appears the efflorescence phenomenon easily, influences the outer facade effect of later stage and quality, and then influences the problem of structural safety.
(II) technical scheme
In order to achieve the purpose, the invention is realized by the following technical scheme: a construction method of a clay brick dry wall of an antique building comprises the following steps:
step A, designing a drawing of a dry wall deeply, reducing the vertical building height by arranging a lug between layers, and connecting the dry wall with an outer wall by arranging a vertical dowel, a horizontal grid ladder bar and a tie bar to form a whole body so as to ensure safety and reliability;
step B, establishing a three-dimensional BIM model, utilizing the BIM model to carry out three-dimensional masonry arrangement, carrying out wall surface joint alignment to generate a brick arrangement diagram, utilizing a BIM statistical function to specify the specification and the quantity of the argil bricks of the dry wall, and generating a detail table for purchasing and processing, wherein the argil brick purchasing and processing are processed and manufactured by a manufacturer in a unified way according to the material detail table counted by the BIM, and the argil brick purchasing and processing is transported to the site without being processed and cut on site;
c, preparing in an early construction stage; compiling a construction scheme and organizing expert argumentation, adhering to a template guidance system, and formulating an entity template, wherein the entity template can be used for carrying out subsequent large-scale construction after being approved and accepted by a construction unit, a supervision unit and a construction unit;
step D, measuring and setting out;
e, planting the steel bars into the steel bars and the tie bars, wherein the depth of the planted steel bars is not less than 100 mm;
f, masonry grouting of the plain wall, comprising the procedures of leveling, paying off, laying away brick, counting rod, hanging line, masonry, grouting and the like, wherein the laying away of the brick and the laying away bottom are carried out firstly according to a BIM brick laying diagram, the hanging line is a double-sided hanging line, the masonry height is strictly controlled, and the masonry height of the plain wall cannot exceed 1.2m every day; the thickness of the horizontal mortar joints and the vertical mortar joints of the dry wall is preferably 10mm and cannot exceed the range of 8 mm-12 mm, the plumpness of the horizontal mortar joints is not lower than 90 percent, and the plumpness of the vertical mortar joints is not lower than 80 percent, so that transparent joints and blind joints cannot be formed;
step G, mounting horizontal reinforcing steel bar grid ladder bars, wherein the arrangement mode of the horizontal reinforcing steel bar grid ladder bars is that one layer is laid every 500mm (about 8 plain bricks) in the vertical direction, the horizontal reinforcing steel bar grid ladder bars are fully paved along the direction of a wall body, the discontinuous positions of the ladder bars are in binding connection and staggered lap joint to form a whole, the lap joint length is 150mm, the corner wall part is processed into an L-shaped grid ladder bar, the length of each side of the L-shaped grid ladder bar is not less than 500mm, the specification of the horizontal grid ladder bar is that reinforcing steel bars with 8mm on the inner side and the outer side are arranged in an S-shaped mode, the reinforcing steel bars with 6mm in the middle are respectively arranged in two rows of reinforcing steel bars in a spot welding mode, and the width is 80 mm;
step H, connecting the vertical dowel bars, the horizontal grid ladder bars and the horizontal tie bars, wherein the vertical dowel bars pass through the middle of the horizontal grid ladder bars, and the horizontal tie bars are connected with the grid ladder bars in a spot welding manner so that the vertical dowel bars, the horizontal grid ladder bars and the horizontal tie bars are buckled into a whole;
step I, closing up the top, and grooving the positions corresponding to the argil bricks at the vertical joint bars in order to enable the vertical joint bars to pass through the argil brick holes, wherein the width is 20 mm;
j, pointing and wall surface cleaning;
and step K, protecting the finished product.
Preferably, in step a, the interlayer picking lug is a concrete picking lug or a steel bearing bracket.
Preferably, in the step E, the vertical steel bars are epoxy coated steel bars with the diameter of 12mm and the length of 600mm, the horizontal tie bars are ordinary steel bars with the diameter of 8mm and the length of 250mm, and the planting depth of the steel bars is not less than 100 mm.
Preferably, in the step J, the pointing adopts finished dry powder hydrophobic pointing materials to prevent water erosion and enhance the weathering resistance of the wall.
(III) advantageous effects
The invention provides a construction method of a clay brick dry wall of an antique building. The method has the following beneficial effects:
the construction method of the argil brick dry wall of the archaized building is simple and convenient to operate, safe and reliable, can improve the construction efficiency of the argil brick dry wall, shortens the project construction period, reduces the project cost, accords with the development concepts of energy conservation, environmental protection and green construction of the current building industry, has remarkable economic and social benefits, and can effectively solve the problems of low working efficiency and high cost of the dry wall construction.
Detailed Description
The described embodiments are only some embodiments of the invention, not all 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.
A construction method of a clay brick dry wall of an antique building comprises the following steps:
a, designing a drawing of a dry wall deeply, reducing the vertical building height by arranging a lifting lug between layers, connecting the dry wall with an outer wall by arranging a vertical dowel, a horizontal grid ladder rib and a tie rib to form a whole body, and ensuring safety and reliability, wherein the lifting lug between the layers adopts a concrete lifting lug or a steel bearing bracket;
step B, establishing a three-dimensional BIM model, utilizing the BIM model to carry out three-dimensional masonry arrangement, carrying out wall surface joint alignment to generate a brick arrangement diagram, utilizing a BIM statistical function to specify the specification and the quantity of the argil bricks of the dry wall, and generating a detail table for purchasing and processing, wherein the argil brick purchasing and processing are processed and manufactured by a manufacturer in a unified way according to the material detail table counted by the BIM, and the argil brick purchasing and processing is transported to the site without being processed and cut on site;
c, preparing in an early construction stage; compiling a construction scheme and organizing expert argumentation, adhering to a template guidance system, and formulating an entity template, wherein the entity template can be used for carrying out subsequent large-scale construction after being approved and accepted by a construction unit, a supervision unit and a construction unit;
step D, measuring and setting out;
e, planting the steel bars and the tie bars, wherein the planting depth is not less than 100mm, the vertical steel bars adopt epoxy coating steel bars with the diameter of 12mm and the length of 600mm, the horizontal tie bars are common steel bars with the diameter of 8mm and the length of 250mm, and the planting depth is not less than 100 mm;
f, masonry grouting of the plain wall, comprising the procedures of leveling, paying off, laying away brick, counting rod, hanging line, masonry, grouting and the like, wherein the laying away of the brick and the laying away bottom are carried out firstly according to a BIM brick laying diagram, the hanging line is a double-sided hanging line, the masonry height is strictly controlled, and the masonry height of the plain wall cannot exceed 1.2m every day; the thickness of the horizontal mortar joints and the vertical mortar joints of the dry wall is preferably 10mm and cannot exceed the range of 8 mm-12 mm, the plumpness of the horizontal mortar joints is not lower than 90 percent, and the plumpness of the vertical mortar joints is not lower than 80 percent, so that transparent joints and blind joints cannot be formed;
step G, mounting horizontal reinforcing steel bar grid ladder bars, wherein the arrangement mode of the horizontal reinforcing steel bar grid ladder bars is that one layer is laid every 500mm (about 8 plain bricks) in the vertical direction, the horizontal reinforcing steel bar grid ladder bars are fully paved along the direction of a wall body, the discontinuous positions of the ladder bars are in binding connection and staggered lap joint to form a whole, the lap joint length is 150mm, the corner wall part is processed into an L-shaped grid ladder bar, the length of each side of the L-shaped grid ladder bar is not less than 500mm, the specification of the horizontal grid ladder bar is that reinforcing steel bars with 8mm on the inner side and the outer side are arranged in an S-shaped mode, the reinforcing steel bars with 6mm in the middle are respectively arranged in two rows of reinforcing steel bars in a spot welding mode, and the width is 80 mm;
step H, connecting the vertical dowel bars, the horizontal grid ladder bars and the horizontal tie bars, wherein the vertical dowel bars pass through the middle of the horizontal grid ladder bars, and the horizontal tie bars are connected with the grid ladder bars in a spot welding manner so that the vertical dowel bars, the horizontal grid ladder bars and the horizontal tie bars are buckled into a whole;
step I, closing up the top, and grooving the positions corresponding to the argil bricks at the vertical joint bars in order to enable the vertical joint bars to pass through the argil brick holes, wherein the width is 20 mm;
j, cleaning pointing and wall surfaces, wherein the pointing adopts finished dry powder hydrophobic pointing materials to prevent water erosion and enhance the weathering resistance of the wall body;
and step K, protecting the finished product.
In summary, the construction method of the argil brick dry wall of the antique building is simple and convenient to operate, safe and reliable, can improve the construction efficiency of the argil brick dry wall, shorten the project period, reduce the project cost, meet the development concept of energy conservation, environmental protection and green construction of the current building industry, is remarkable in economic benefit and social benefit, and can effectively solve the problems of low working efficiency and high cost of the dry wall construction.
Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the invention, the scope of which is defined in the appended claims and their equivalents.
Claims (4)
1. A construction method of a clay brick dry wall of an archaized building is characterized by comprising the following steps:
step A, designing a drawing of a dry wall deeply, reducing the vertical building height by arranging a lug between layers, and connecting the dry wall with an outer wall by arranging a vertical dowel, a horizontal grid ladder bar and a tie bar to form a whole body so as to ensure safety and reliability;
step B, establishing a three-dimensional BIM model, utilizing the BIM model to carry out three-dimensional masonry arrangement, carrying out wall surface joint alignment to generate a brick arrangement diagram, utilizing a BIM statistical function to specify the specification and the quantity of the argil bricks of the dry wall, and generating a detail table for purchasing and processing, wherein the argil brick purchasing and processing are processed and manufactured by a manufacturer in a unified way according to the material detail table counted by the BIM, and the argil brick purchasing and processing is transported to the site without being processed and cut on site;
c, preparing in an early construction stage; compiling a construction scheme and organizing expert argumentation, adhering to a template guidance system, and formulating an entity template, wherein the entity template can be used for carrying out subsequent large-scale construction after being approved and accepted by a construction unit, a supervision unit and a construction unit;
step D, measuring and setting out;
e, planting the steel bars into the steel bars and the tie bars, wherein the depth of the planted steel bars is not less than 100 mm;
f, masonry grouting of the plain wall, comprising the procedures of leveling, paying off, laying away brick, counting rod, hanging line, masonry, grouting and the like, wherein the laying away of the brick and the laying away bottom are carried out firstly according to a BIM brick laying diagram, the hanging line is a double-sided hanging line, the masonry height is strictly controlled, and the masonry height of the plain wall cannot exceed 1.2m every day; the thickness of the horizontal mortar joints and the vertical mortar joints of the dry wall is preferably 10mm and cannot exceed the range of 8 mm-12 mm, the plumpness of the horizontal mortar joints is not lower than 90 percent, and the plumpness of the vertical mortar joints is not lower than 80 percent, so that transparent joints and blind joints cannot be formed;
step G, mounting horizontal reinforcing steel bar grid ladder bars, wherein the arrangement mode of the horizontal reinforcing steel bar grid ladder bars is that one layer is laid every 500mm (about 8 plain bricks) in the vertical direction, the horizontal reinforcing steel bar grid ladder bars are fully paved along the direction of a wall body, the discontinuous positions of the ladder bars are in binding connection and staggered lap joint to form a whole, the lap joint length is 150mm, the corner wall part is processed into an L-shaped grid ladder bar, the length of each side of the L-shaped grid ladder bar is not less than 500mm, the specification of the horizontal grid ladder bar is that reinforcing steel bars with 8mm on the inner side and the outer side are arranged in an S-shaped mode, the reinforcing steel bars with 6mm in the middle are respectively arranged in two rows of reinforcing steel bars in a spot welding mode, and the width is 80 mm;
step H, connecting the vertical dowel bars, the horizontal grid ladder bars and the horizontal tie bars, wherein the vertical dowel bars pass through the middle of the horizontal grid ladder bars, and the horizontal tie bars are connected with the grid ladder bars in a spot welding manner so that the vertical dowel bars, the horizontal grid ladder bars and the horizontal tie bars are buckled into a whole;
step I, closing up the top, and grooving the positions corresponding to the argil bricks at the vertical joint bars in order to enable the vertical joint bars to pass through the argil brick holes, wherein the width is 20 mm;
j, pointing and wall surface cleaning;
and step K, protecting the finished product.
2. The method for constructing the argil brick dry wall of the archaized building according to claim 1, wherein the method comprises the following steps: in the step A, the interlayer picking lug is a concrete picking lug or a steel bearing support.
3. The method for constructing the argil brick dry wall of the archaized building according to claim 1, wherein the method comprises the following steps: in the step E, the vertical steel bars are epoxy coating steel bars with the diameter of 12mm and the length of 600mm, the horizontal tie bars are ordinary steel bars with the diameter of 8mm and the length of 250mm, and the planting depth of the steel bars is not less than 100 mm.
4. The method for constructing the argil brick dry wall of the archaized building according to claim 1, wherein the method comprises the following steps: in the step J, the pointing adopts finished dry powder hydrophobic pointing materials to prevent water erosion and enhance the weathering resistance of the wall.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202110967271.4A CN113653217A (en) | 2021-08-23 | 2021-08-23 | Construction method of argil brick dry wall of archaized building |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202110967271.4A CN113653217A (en) | 2021-08-23 | 2021-08-23 | Construction method of argil brick dry wall of archaized building |
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| CN113653217A true CN113653217A (en) | 2021-11-16 |
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| CN202110967271.4A Pending CN113653217A (en) | 2021-08-23 | 2021-08-23 | Construction method of argil brick dry wall of archaized building |
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Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CA2494555A1 (en) * | 2002-07-31 | 2004-02-05 | Japan Science And Technology Agency | Method for planning construction of brick wall |
| CN102518259A (en) * | 2011-12-26 | 2012-06-27 | 北京工业大学 | Lattice single-row reinforced-bar L-shaped section concrete column and method thereof |
| CN110117994A (en) * | 2019-05-28 | 2019-08-13 | 中建七局建筑装饰工程有限公司 | A kind of constructing construction method based on BIM technology |
| CN110924692A (en) * | 2019-12-02 | 2020-03-27 | 中建三局第三建设工程有限责任公司 | Masonry pipeline direct-buried construction method |
| CN111441510A (en) * | 2020-04-07 | 2020-07-24 | 三一筑工科技有限公司 | Vertical dowel bar structure of cavity shear wall and production method thereof |
-
2021
- 2021-08-23 CN CN202110967271.4A patent/CN113653217A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CA2494555A1 (en) * | 2002-07-31 | 2004-02-05 | Japan Science And Technology Agency | Method for planning construction of brick wall |
| CN102518259A (en) * | 2011-12-26 | 2012-06-27 | 北京工业大学 | Lattice single-row reinforced-bar L-shaped section concrete column and method thereof |
| CN110117994A (en) * | 2019-05-28 | 2019-08-13 | 中建七局建筑装饰工程有限公司 | A kind of constructing construction method based on BIM technology |
| CN110924692A (en) * | 2019-12-02 | 2020-03-27 | 中建三局第三建设工程有限责任公司 | Masonry pipeline direct-buried construction method |
| CN111441510A (en) * | 2020-04-07 | 2020-07-24 | 三一筑工科技有限公司 | Vertical dowel bar structure of cavity shear wall and production method thereof |
Non-Patent Citations (1)
| Title |
|---|
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Application publication date: 20211116 |
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