CN111927088A - Construction process of aluminum alloy template for building construction - Google Patents
Construction process of aluminum alloy template for building construction Download PDFInfo
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- CN111927088A CN111927088A CN202010840465.3A CN202010840465A CN111927088A CN 111927088 A CN111927088 A CN 111927088A CN 202010840465 A CN202010840465 A CN 202010840465A CN 111927088 A CN111927088 A CN 111927088A
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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
- E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
- E04G11/36—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for floors, ceilings, or roofs of plane or curved surfaces end formpanels for floor shutterings
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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
- E04B2/64—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of concrete
- E04B2/68—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of concrete made by filling-up wall cavities
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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
- E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
- E04B5/16—Load-carrying floor structures wholly or partly cast or similarly formed in situ
- E04B5/32—Floor structures wholly cast in situ with or without form units or reinforcements
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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
- E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
- E04G11/06—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for walls, e.g. curved end panels for wall shutterings; filler elements for wall shutterings; shutterings for vertical ducts
- E04G11/08—Forms, which are completely dismantled after setting of the concrete and re-built for next pouring
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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
- E04G13/00—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills
- E04G13/02—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills for columns or like pillars; Special tying or clamping means therefor
-
- 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
- E04G19/00—Auxiliary treatment of forms, e.g. dismantling; Cleaning devices
-
- 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
-
- 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
- E04G9/00—Forming or shuttering elements for general use
- E04G9/02—Forming boards or similar elements
- E04G9/06—Forming boards or similar elements the form surface being of metal
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Mechanical Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The invention discloses a construction process of an aluminum alloy template for building construction, which comprises the following steps: s1: construction preparation and pre-configuration of construction resources; s2: testing the line; s3: installing the wallboard and correcting the verticality of the installed wallboard; s4: installing and correcting a floor beam template; s5: installing a template keel between the floor beam templates; s6: installing a floor formwork and leveling; s7: after the installation is finished, carrying out integral correction and reinforcement, and filling ash at the bottom of the wall template; s8: checking and accepting according to technical requirements; s9: and (6) pouring concrete. Has the advantages that: the mold making and pouring concrete are carried out by adopting the aluminum alloy template construction process during the building construction, the aluminum alloy template adopts the standardized structural design of parts, is convenient for installation, transportation and disassembly, can be repeatedly used, ensures that the construction period is short, and improves the construction efficiency.
Description
Technical Field
The invention relates to the technical field of building construction processes, in particular to a construction process of an aluminum alloy template for building construction.
Background
The work of making, assembling, handling and dismantling the constructional facilities used to form the concrete in concrete construction. The construction facility where the concrete is shaped is called a formwork. The structure comprises a panel system and a support system. The panel system includes a panel and associated ribs; the supporting system comprises wales, a supporting beam, a supporting truss, a cantilever beam, a cantilever truss, a strut, an inclined strut, a brace and the like.
Early forms were commonly made of wood. The wood board has low structural strength, is easy to damage and cannot be recycled, and is made of wood, so that the use is not environment-friendly. At present, the mold is mostly manufactured by adopting a steel template, in actual use, the steel template is heavy in mass and inconvenient to transport, and meanwhile, the surface of the steel template is easy to corrode, pitting pits appear, and pits on the surface of a building are uneven when concrete building is carried out.
An effective solution to the problems in the related art has not been proposed yet.
Disclosure of Invention
Aiming at the problems in the related art, the invention provides a construction process of an aluminum alloy template for building construction, which aims to overcome the technical problems in the prior related art.
Therefore, the invention adopts the following specific technical scheme:
a construction process of an aluminum alloy template for building construction comprises the following steps:
s1: construction preparation and pre-configuration of construction resources;
s2: testing the line;
s3: installing the wallboard and correcting the verticality of the installed wallboard;
s4: installing and correcting a floor beam template;
s5: installing a template keel between the floor beam templates;
s6: installing a floor formwork and leveling;
s7: after the installation is finished, carrying out integral correction and reinforcement, and filling ash at the bottom of the wall template;
s8: checking and accepting according to technical requirements;
s9: pouring concrete;
s10: and (4) removing the template and maintaining the template.
Further, the pre-configured construction resources in the step S1 comprise labor configuration, aluminum alloy template configuration, construction equipment configuration and measuring equipment configuration, wherein the construction equipment is a tower crane, and the measuring equipment comprises a measuring tape, a level gauge and a total station.
Further, during the process of checking the line in S2, the method specifically includes the following steps:
s201: rechecking the axis and wall line projected by construction line-paying personnel;
s202: visually observing whether the reinforcing steel bars are in the wall line or not, and correcting the reinforcing steel bars exceeding the wall line;
s203: and (5) drawing a reference line according to the checked wall line, and welding a positioning steel bar on the shear wall.
Furthermore, a reference line is projected and drawn at a position 200mm outside the wall line, and positioning steel bars are welded at intervals of 500mm at a position 50mm away from the plate surface on the vertical steel bars of the shear wall and positioned by phi 14 steel bars with the same width as the wall body of the shear wall.
Further, in S3, installing a wallboard and correcting the verticality of the installed wallboard, the method further comprises the following steps:
s301: before the wall column template is installed, detecting the floor elevation of the wall column position according to the elevation control point;
s302: reserving positioning steel bars at the root of the wall column;
s303: installing from the corner of the wall body and installing templates on two sides of the wall body at the same time;
s304: after each wall body is installed, correcting, and measuring the perpendicularity of the end parts of the wall limbs and the horizontal elevation of the whole wall body;
s305: and (5) installing a wall body inclined strut, and then installing and reinforcing the K plate.
Further, when the concrete is poured in the step S9, the method also comprises the following steps:
s901: inspecting the concrete entering the field;
s902: pouring concrete;
s903: vibrating the concrete;
s904: and (5) maintaining.
Further, in S902, when concrete is poured, the concrete is poured by adopting an inserted vibrating rod in a vibrating mode, in S903, when the concrete is vibrated, the moving distance is 0-1.5 times of the acting radius of the vibrating rod and is controlled to be 30-40 cm, the single-point vibrating time is controlled to be 15-30 seconds, and in addition, secondary re-vibration is carried out on the concrete after 20-30 minutes.
Further, in S10, removing the formwork and performing maintenance on the formwork, the method further includes the following steps:
s1001: firstly, side templates of a wall body and a beam are dismantled;
s1002: then the top template is dismantled;
s1003: removing the supporting head and the supporting rod;
the dismantling condition of the wall body and the side templates of the beam is that the side templates of the beam and the side templates of the wall body can be dismantled after the pressure of 1.2MPa is reached, namely after 24 hours, the template bottom and the beam bottom template can be dismantled after 48 hours.
The invention has the beneficial effects that: the mold-making pouring concrete is manufactured by adopting the aluminum alloy template construction process during building construction, the aluminum alloy template adopts standardized part structural design, is convenient to install, transport and disassemble, can be repeatedly used, further has short construction period, improves the construction efficiency, is smooth in surface and convenient to demold, has high structural strength, and contributes to improving the overall strength and the surface flatness of a building.
Drawings
In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings needed in the embodiments will be briefly described below, and it is obvious that the drawings in the following description are only some embodiments of the present invention, and it is obvious for those skilled in the art to obtain other drawings without creative efforts.
FIG. 1 is a process flow diagram of an aluminum alloy formwork construction process for building construction according to an embodiment of the invention;
FIG. 2 is an interior wall form setting diagram according to an embodiment of the invention;
FIG. 3 is a supporting view of an exterior wall form according to an embodiment of the present invention;
FIG. 4 is an elevated view of a wall form support according to an embodiment of the present invention;
FIG. 5 is one of the schematic diagrams of a suspended mold structure according to an embodiment of the invention;
FIG. 6 is a second schematic diagram of a mold hanging structure according to an embodiment of the present invention;
Detailed Description
For further explanation of the various embodiments, the drawings which form a part of the disclosure and which are incorporated in and constitute a part of this specification, illustrate embodiments and, together with the description, serve to explain the principles of operation of the embodiments, and to enable others of ordinary skill in the art to understand the various embodiments and advantages of the invention, and, by reference to these figures, reference is made to the accompanying drawings, which are not to scale and wherein like reference numerals generally refer to like elements.
According to the embodiment of the invention, the construction process of the aluminum alloy template for building construction is provided.
Referring to the drawings and the detailed description, the invention will be further explained, as shown in fig. 1, in an embodiment of the invention, an aluminum alloy formwork construction process for building construction includes the following steps:
step S1: construction preparation and pre-configuration of construction resources;
step S2: testing the line;
specifically, during the wire inspection, the method further comprises the following steps:
step S201: rechecking the axis and wall line projected by construction line-paying personnel;
step S202: visually observing whether the reinforcing steel bars are in the wall line or not, and correcting the reinforcing steel bars exceeding the wall line;
step S203: and (5) drawing a reference line according to the checked wall line, and welding a positioning steel bar on the shear wall.
Step S3: installing the wallboard and correcting the verticality of the installed wallboard;
as shown in fig. 2 to 6, the step of installing the wall panel and correcting the verticality of the installed wall panel in S3 further comprises the following steps:
s301: before the wall column template is installed, detecting the floor elevation of the wall column position according to the elevation control point;
specifically, when the floor elevation at the position of the wall column is checked, the height is higher than the height of a chiseling which is bitten by the technology, cement mortar is laid on the floor which is lower than the technical requirement, and the error is controlled to be 1-5 mm.
S302: the positioning steel bars are reserved at the root parts of the wall columns and can prevent the wall column template from shifting during reinforcement;
s303: installing from the corner of the wall body and installing templates on two sides of the wall body at the same time;
s304: after each wall body is installed, correcting, and measuring the perpendicularity of the end parts of the wall limbs and the horizontal elevation of the whole wall body;
s305: and (5) installing a wall body inclined strut, and then installing and reinforcing the K plate.
Step S4: installing and correcting a floor beam template;
specifically, according to the position and the span of the beam, a beam bottom template and a beam bottom supporting ejector rod are installed according to the requirements of design drawings, the distance between the beam bottom supporting rods is 1100-1200mm, the beam bottom is connected with the wall column by using a corner internal corner, then a side template is installed, a main beam is installed firstly according to the specification of the drawing design template, then a secondary beam is installed, and the beam side template is connected with the wall column template by using the corner internal corner;
step S5: installing a template keel between the floor beam templates;
specifically, after checking the vertical reference lines of the wall bodies of all the positions, the floor keel is installed, the floor keel is adjusted to be horizontal by a single supporting top at one time during installation, then the keel is installed, and the diagonal line of the floor panel of the unit is corrected after the installation is finished.
Step S6: installing a floor formwork and leveling;
specifically, the floor diagonal is checked without error, the floor template is installed, after all unit templates are installed, the leveller is used for measuring the flatness and the installation elevation of the floor, and if deviation exists, the unit templates are corrected through the adjustable support of the template system until the whole flatness and the corresponding elevation are achieved.
Step S7: after the installation is finished, carrying out integral correction and reinforcement, and filling ash at the bottom of the wall template;
specifically, after the level and elevation of each unit are adjusted, the level and elevation of the whole floor are checked once, the flatness of the floor is less than or equal to 3mm, whether the wall body counter-pulling screw is screwed down is checked, and the bottom of the wall body formwork is filled with cement mortar.
Step S8: checking and accepting according to technical requirements;
step S9: pouring concrete;
specifically, when concrete is poured, the method further comprises the following steps:
step S901: inspecting the concrete entering the field;
step S902: pouring concrete;
step S903: vibrating the concrete;
step S904: maintaining;
in S902, when concrete is poured, the concrete is poured by adopting an inserted vibrating rod in a vibrating mode, in S903, when the concrete is vibrated, the moving distance is 0-1.5 times of the acting radius of the vibrating rod, the moving distance is controlled to be 30-40 cm, the single-point vibrating time is controlled to be 15-30 seconds, and in addition, the secondary re-vibration is carried out on the concrete after 20-30 min.
Step S10: removing the template and maintaining the template;
specifically, demolish the template and carry out maintenance to the template, still include the following step:
step S1001: firstly, side templates of a wall body and a beam are dismantled;
step S1002: then the top template is dismantled;
step S1003: removing the supporting head and the supporting rod;
the dismantling condition of the wall body and the side templates of the beam is that the side templates of the beam and the wall body can be dismantled after the pressure of the side templates of the beam reaches 1.2MPa, namely after 24 hours, the bottom templates of the beam and the bottom templates of the beam can be dismantled after 48 hours, all the components are dismantled in practical application, dirt needs to be immediately removed by using a scraper and a steel brush, and the steel brush can only be used for cleaning the side frames of the templates and is transported out of a construction site through stairs, elevator shafts or lighting shafts for next use.
In one embodiment, the pre-configured construction resources in S1 include labor configuration, aluminum alloy formwork configuration, construction tool configuration, and measuring equipment configuration, the construction tool is a tower crane, and the measuring equipment includes a tape measure, a level gauge, and a total station.
In one embodiment, in S203, the reference line is projected 200mm outside the wall line, and the Φ 14 steel bars, which are the same as the width of the wall body of the shear wall, are welded at intervals of 500mm at the position where the vertical steel bars of the shear wall are 50mm away from the plate surface.
TABLE 1 aluminum alloy forms composition
TABLE 2 mechanical properties of aluminum alloy forms
TABLE 3 tool type Steel stud for its main physical Properties
TABLE 4 concrete Strength requirements
TABLE 5 table of allowable deviation and inspection method for template mounting
In conclusion, by means of the technical scheme, the aluminum alloy formwork construction process is adopted for mold making and concrete pouring during building construction, the aluminum alloy formwork adopts a standardized part structural design, is convenient to mount, transport and dismount and can be reused, so that the construction period is short, the construction efficiency is improved, meanwhile, the aluminum alloy formwork is smooth in surface, is convenient to demold, is high in structural strength, and is beneficial to improving the overall strength and the surface flatness of a building.
The above description is only for the purpose of illustrating the preferred embodiments of the present invention and is not to be construed as limiting the invention, and any modifications, equivalents, improvements and the like that fall within the spirit and principle of the present invention are intended to be included therein.
Claims (8)
1. The construction process of the aluminum alloy template for building construction is characterized by comprising the following steps of:
s1: construction preparation and pre-configuration of construction resources;
s2: testing the line;
s3: installing the wallboard and correcting the verticality of the installed wallboard;
s4: installing and correcting a floor beam template;
s5: installing a template keel between the floor beam templates;
s6: installing a floor formwork and leveling;
s7: after the installation is finished, carrying out integral correction and reinforcement, and filling ash at the bottom of the wall template;
s8: checking and accepting according to technical requirements;
s9: pouring concrete;
s10: and (4) removing the template and maintaining the template.
2. The aluminum alloy formwork construction process for building construction as claimed in claim 1, wherein the pre-configured construction resources in S1 include labor configuration, aluminum alloy formwork configuration, construction tool configuration and measuring equipment configuration;
the construction equipment is a tower crane, and the measuring equipment comprises a measuring tape, a level gauge and a total station.
3. The construction process of the aluminum alloy formwork for building construction as recited in claim 1, wherein the step of inspecting the aluminum alloy formwork in the step S2 specifically comprises the following steps:
s201: rechecking the axis and wall line projected by construction line-paying personnel;
s202: visually observing whether the reinforcing steel bars are in the wall line or not, and correcting the reinforcing steel bars exceeding the wall line;
s203: and (5) drawing a reference line according to the checked wall line, and welding a positioning steel bar on the shear wall.
4. The construction process of an aluminum alloy formwork for building construction according to claim 3, wherein in S203, the reference line is projected 200mm outside the wall line, and the positioning steel bars are welded at intervals of 500mm at the position of the vertical steel bars of the shear wall 50mm away from the plate surface and positioned by the phi 14 steel bars with the same width as the wall body of the shear wall.
5. The construction process of an aluminum alloy form for building construction as claimed in claim 1, wherein the installing of the wall panel and the correction of the verticality of the installed wall panel in S3 further comprises the following steps:
s301: before the wall column template is installed, detecting the floor elevation of the wall column position according to the elevation control point;
s302: reserving positioning steel bars at the root of the wall column;
s303: installing from the corner of the wall body and installing templates on two sides of the wall body at the same time;
s304: after each wall body is installed, correcting, and measuring the perpendicularity of the end parts of the wall limbs and the horizontal elevation of the whole wall body;
s305: and (5) installing a wall body inclined strut, and then installing and reinforcing the K plate.
6. The construction process of the aluminum alloy formwork for building construction as claimed in claim 1, wherein when the concrete is poured in the S9, the construction process further comprises the following steps:
s901: inspecting the concrete entering the field;
s902: pouring concrete;
s903: vibrating the concrete;
s904: and (5) maintaining.
7. The construction process of an aluminum alloy form for building construction according to claim 6, wherein in the step S902, the concrete is cast by vibration of an inserted vibrating rod during concrete casting, in the step S903, the moving distance is controlled to be 30-40 cm when the concrete is vibrated, the single-point vibrating time is controlled to be 15-30 seconds when the concrete is vibrated, and the aluminum alloy form is subjected to secondary repeated vibration after 20-30 minutes.
8. The construction process of an aluminum alloy formwork for building construction as claimed in claim 1, wherein in the step S10, the formwork is dismantled and maintained, and the method further comprises the following steps:
s1001: firstly, side templates of a wall body and a beam are dismantled;
s1002: then the top template is dismantled;
s1003: removing the supporting head and the supporting rod;
the dismantling condition of the wall body and the side templates of the beam is that the side templates of the beam and the side templates of the wall body can be dismantled after the pressure of 1.2MPa is reached, namely after 24 hours, the template bottom and the beam bottom template can be dismantled after 48 hours.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
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| CN202010840465.3A CN111927088A (en) | 2020-08-20 | 2020-08-20 | Construction process of aluminum alloy template for building construction |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202010840465.3A CN111927088A (en) | 2020-08-20 | 2020-08-20 | Construction process of aluminum alloy template for building construction |
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
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| CN112854745A (en) * | 2021-03-01 | 2021-05-28 | 中建八局发展建设有限公司 | Construction process of assembled building aluminum alloy template |
| CN112982879A (en) * | 2021-02-09 | 2021-06-18 | 中建三局第一建设工程有限责任公司 | Facing concrete construction structure and construction method |
| CN113266092A (en) * | 2021-06-25 | 2021-08-17 | 深圳市建工集团股份有限公司 | Ultrahigh-floor wall body pouring method |
| CN116255003A (en) * | 2023-01-09 | 2023-06-13 | 中建五局第三建设有限公司 | Construction method of assembled building template capable of being quickly built |
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112982879A (en) * | 2021-02-09 | 2021-06-18 | 中建三局第一建设工程有限责任公司 | Facing concrete construction structure and construction method |
| CN112854745A (en) * | 2021-03-01 | 2021-05-28 | 中建八局发展建设有限公司 | Construction process of assembled building aluminum alloy template |
| CN113266092A (en) * | 2021-06-25 | 2021-08-17 | 深圳市建工集团股份有限公司 | Ultrahigh-floor wall body pouring method |
| CN116255003A (en) * | 2023-01-09 | 2023-06-13 | 中建五局第三建设有限公司 | Construction method of assembled building template capable of being quickly built |
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Application publication date: 20201113 |