CN115262950A - Construction method for combining non-standard floor aluminum alloy template and wood template - Google Patents

Construction method for combining non-standard floor aluminum alloy template and wood template Download PDF

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Publication number
CN115262950A
CN115262950A CN202210882940.2A CN202210882940A CN115262950A CN 115262950 A CN115262950 A CN 115262950A CN 202210882940 A CN202210882940 A CN 202210882940A CN 115262950 A CN115262950 A CN 115262950A
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CN
China
Prior art keywords
template
aluminum
wood
standard
formwork
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Pending
Application number
CN202210882940.2A
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Chinese (zh)
Inventor
岳轮
易学聪
汤巍
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Guangdong Tengyue Construction Engineering Co Ltd
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Guangdong Tengyue Construction Engineering Co Ltd
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Priority to CN202210882940.2A priority Critical patent/CN115262950A/en
Publication of CN115262950A publication Critical patent/CN115262950A/en
Pending legal-status Critical Current

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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
    • E04G11/02—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for rooms as a whole by which walls and floors are cast simultaneously, whole storeys, or whole buildings
    • 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
    • E04G11/087—Fill-in form panels in the plane of two adjacent forms
    • 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
    • E04G11/12—Forms, which are completely dismantled after setting of the concrete and re-built for next pouring of elements and beams which are mounted during erection of the shuttering to brace or couple the 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
    • 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
    • E04G11/40—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 for coffered or ribbed ceilings
    • E04G11/46—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 for coffered or ribbed ceilings of hat-like or trough-like shape encasing a rib or the section between two ribs or encasing one rib and its adjacent flat floor or ceiling section
    • 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
    • E04G17/00—Connecting or other auxiliary members for forms, falsework structures, or shutterings
    • 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
    • E04G17/00—Connecting or other auxiliary members for forms, falsework structures, or shutterings
    • E04G17/001—Corner fastening or connecting means for forming or stiffening 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
    • E04G17/00—Connecting or other auxiliary members for forms, falsework structures, or shutterings
    • E04G17/06—Tying means; Spacers ; Devices for extracting or inserting wall ties
    • E04G17/065—Tying means, the tensional elements of which are threaded to enable their fastening or tensioning
    • E04G17/0651—One-piece elements
    • E04G17/0652—One-piece elements fully recoverable
    • 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
    • E04G17/00—Connecting or other auxiliary members for forms, falsework structures, or shutterings
    • E04G17/14—Bracing or strutting arrangements for formwalls; Devices for aligning forms
    • 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
    • E04G9/04—Forming boards or similar elements the form surface being of wood
    • 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

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Wood Science & Technology (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)

Abstract

The invention discloses a construction method for combining a non-standard floor aluminum alloy template and a wood template, which comprises the following steps: construction preparation, namely preparing a standard aluminum template and a wood template; installing a wall template and a laminate template, installing a standard aluminum template along the side elevation of the wall and the lower end face of the laminate, and connecting the standard aluminum template by using a wood template to form a first aluminum-wood combined plate, wherein the first aluminum-wood combined plate can cover the side elevation of the wall; installing a column template, namely installing a standard aluminum template along the side vertical surface of the column, and connecting the standard aluminum template with a wood template to form a second aluminum-wood combined plate, wherein the second aluminum-wood combined plate can cover the side vertical surface of the column; installing a beam template, installing a standard aluminum template along the side vertical surface and the bottom surface of the beam, and connecting the standard aluminum template with a wood template to form a third aluminum-wood combined plate so that the third aluminum-wood combined plate can cover the side vertical surface and the bottom surface of the beam; pouring concrete; and (4) removing the formwork, and removing the standard aluminum formwork and the wood formwork after the concrete is dried.

Description

Construction method for combining non-standard floor aluminum alloy template and wood template
Technical Field
The invention relates to the technical field of building construction, in particular to a construction method for combining a non-standard floor aluminum alloy template and a wood template.
Background
In the building field, the standard floor of a high building is generally constructed by using a standard aluminum template, the sizes of walls, columns and beams of the first floor, the top floor and other non-standard floors of the high building are different from those of the standard floor, and the standard aluminum template is used for construction, so that the size is insufficient, the construction is inconvenient, the repair quantity after construction is large, and the use is inconvenient.
Disclosure of Invention
The present invention is directed to solving at least one of the problems of the prior art. Therefore, the construction method for combining the aluminum alloy formwork and the wood formwork for the non-standard floors can be used for constructing the non-standard floors of the high-rise buildings by adopting the aluminum-wood combined formwork, the wood formwork is high in molding capacity, the wood formwork can be subjected to size improvement according to the sizes of walls, columns and beams, construction is convenient by matching with the standard aluminum formwork, the non-standard aluminum formwork does not need to be replaced intentionally, and cost is saved.
According to the embodiment of the first aspect of the invention, the construction method for combining the non-standard floor aluminum alloy template and the wood template comprises the following steps: construction preparation, namely checking the flatness of a floor to control the flatness to be 0-5mm, and preparing a standard aluminum template and a standard wood template which need to be cleaned; installing a wall template and a laminate template, installing a standard aluminum template along the side vertical surface of the wall and the lower end surface of the laminate, and connecting the standard aluminum template with a wood template to form a first aluminum-wood combined plate when the coverage of the standard aluminum template is smaller than that of the side vertical surface of the wall according to the actual sizes of the wall and the laminate, wherein the first aluminum-wood combined plate can cover the side vertical surface of the wall, and the first aluminum-wood combined plate and the standard aluminum template on the lower end surface of the laminate surround a first pouring cavity; installing a column template, installing a standard aluminum template along the side vertical surface of the column, connecting the standard aluminum template with a wood template to form a second aluminum-wood combined plate when the coverage of the standard aluminum template is smaller than that of the side vertical surface of the column according to the actual size of the column, wherein the second aluminum-wood combined plate can cover the side vertical surface of the column, and the standard aluminum template and/or the second aluminum-wood combined plate are installed and enclosed along the side vertical surface of the column to form a second pouring cavity; installing a beam template, installing a standard aluminum template along the side vertical surface and the bottom surface of the beam, and connecting the standard aluminum template with a wood template to form a third aluminum-wood combined plate when the coverage of the standard aluminum template is smaller than that of the side vertical surface or the ground of the beam according to the actual size of the beam, so that the third aluminum-wood combined plate can cover the side vertical surface and the bottom surface of the beam, and installing and enclosing three third aluminum-wood combined plates along the side vertical surface and the bottom surface of the beam to form a third pouring cavity; pouring concrete, namely pouring the concrete into the first pouring cavity, the second pouring cavity and the third pouring cavity; and removing the formwork, namely removing the standard aluminum formwork and the wood formwork after the concrete is dried.
The construction method for combining the non-standard floor aluminum alloy template and the wood template provided by the embodiment of the invention at least has the following beneficial effects: the sizes of the wall, the column and the beam of the non-standard floor of the high building are different from those of the standard floor, and the condition that the template cannot be completely closed can be caused by using the standard aluminum template of the standard floor, and the general measure is that the non-standard aluminum template is directly adopted to match the sizes of the wall, the column and the beam of the non-standard floor, but the material is extremely wasted, and the aluminum template is wasted after the non-standard aluminum template is used up once, so that under the condition that the floor heights of the standard floor and the non-standard floor are different, the standard aluminum template of the standard floor can be quickly delivered to the non-standard floor after being dismantled, and the construction mode of combining the standard aluminum template and the wood template is adopted, so that the wood template can be manufactured according to the actual situation on site, the turnover times of the standard aluminum template can be increased, the casting molding quality of the wall, the column and the beam is ensured, and the maintenance workload in the later period is reduced little.
According to some embodiments of the invention, in the step of installing the wall form and the slab form, the first aluminum-wood combination plate needs to be reinforced, a plurality of first transverse back ridges and a plurality of first longitudinal back ridges are arranged on the outer side of the first aluminum-wood combination plate, the first transverse back ridges are connected with the first longitudinal back ridges in a criss-cross manner, the first aluminum-wood combination plates on the inner side and the outer side of the wall are connected through first counter bolts, and a first inclined support assembly is connected to the first longitudinal back ridges on the inner side of the wall and is used for supporting the first aluminum-wood combination plate on the inner side of the wall and is supported by the first inclined support assembly, so that the first aluminum-wood combination plate on the inner side of the wall is not easy to deform in the pouring process, and the wall is ensured to be vertical.
According to some embodiments of the present invention, in the step of installing the column formwork, the standard aluminum formwork and/or the second aluminum-wood composite panel need to be reinforced, the outside of the standard aluminum formwork and/or the second aluminum-wood composite panel is provided with a plurality of second transverse back ridges and a plurality of second longitudinal back ridges, the second transverse back ridges are connected with the second longitudinal back ridges in a criss-cross manner, the column formwork on two opposite sides of four vertical faces of the column is connected through second tie bolts, the second longitudinal back ridges are connected with second inclined support assemblies, the second inclined support assemblies are used for supporting the corresponding second aluminum-wood composite panel and/or the standard aluminum formwork, and the second inclined support assemblies are arranged to support the standard aluminum formwork and/or the second aluminum-wood composite panel, so that when concrete is poured, the standard aluminum formwork and/or the second aluminum-wood composite panel can be kept upright, and the pouring quality is ensured.
According to some embodiments of the invention, two adjacent second split bolts are vertically staggered by more than 150mm, and the staggered distance avoids the second split bolts from mechanically interfering with each other.
According to some embodiments of the present invention, each of the first and second diagonal bracing assemblies includes a first strut, a second strut, and a connecting block, one end of the first strut is hinged to the connecting block, the other end of the first strut is hinged to the upper end of the corresponding first longitudinal back ridge or the upper end of the second longitudinal back ridge, one end of the second strut is hinged to the connecting block, the other end of the second strut is hinged to the lower end of the corresponding first longitudinal back ridge or the lower end of the second longitudinal back ridge, the connecting block is used for being fixed on the ground, and the first and second diagonal bracing assemblies are simple in structure, can play a role in supporting, and can adjust the supporting angle of the first strut and/or the second strut.
According to some embodiments of the invention, the first bar is provided with a handle to facilitate lifting of the first bar.
According to some embodiments of the invention, two adjacent second transverse back ridges are connected by a third pair of pull bolts, so that the standard aluminum formworks and/or the second aluminum-wood combined plates around the columns are connected more stably.
According to some embodiments of the invention, the standard aluminum form and the wooden form are coated with release agents, and the release agents are coated to facilitate release.
According to some embodiments of the invention, in the step of pouring concrete, the concrete of the column is poured in layers, and the height of one-time pouring is less than or equal to 500mm, so that the concrete pouring is prevented from being too high and not vibrating well.
According to some embodiments of the invention, the standard aluminum and wood forms are removed twelve hours after pouring in order to wait for the concrete to dry.
Additional aspects and advantages of the invention will be set forth in part in the description which follows and, in part, will be obvious from the description, or may be learned by practice of the invention.
Drawings
The above and/or additional aspects and advantages of the present invention will become apparent and readily appreciated from the following description of the embodiments, taken in conjunction with the accompanying drawings of which:
fig. 1 is a schematic top view of a formwork for installing a nonstandard layer column according to an aluminum-wood bonding construction method of an embodiment of the present invention;
FIG. 2 is a schematic view of a form for mounting a nonstandard deck beam according to an embodiment of the present invention;
FIG. 3 is a schematic view of a form for installing walls and slabs in accordance with an embodiment of the present invention;
FIG. 4 is a schematic view showing the distribution of the second split bolt and the third split bolt when the formwork of the column is installed;
FIG. 5 is a cross-sectional view taken at 1-1 of FIG. 4 with the addition of a second diagonal bracing assembly;
FIG. 6 is a schematic view of the installation of a form of a wall according to an embodiment of the present invention;
FIG. 7 is a left side view of FIG. 6 with the addition of a first diagonal support member.
A standard aluminum template 100 and a wood template 200;
a first aluminum wood combination plate 300a, a second aluminum wood combination plate 300b, and a third aluminum wood combination plate 300c;
wall 400a, deck 400b, column 400c, beam 400d;
a first transverse back edge 500a, a first longitudinal back edge 500b, a second transverse back edge 500c, a second longitudinal back edge 500d;
a first tie bolt 600a, a second tie bolt 600b, and a third tie bolt 600c;
a first inclined supporting component 700a, a second inclined supporting component 700b, a first supporting rod 710, a handle 711, a second supporting rod 720 and a connecting block 730.
Detailed Description
Reference will now be made in detail to embodiments of the present invention, examples of which are illustrated in the accompanying drawings, wherein like or similar reference numerals refer to the same or similar elements or elements having the same or similar function throughout. The embodiments described below with reference to the accompanying drawings are illustrative only for the purpose of explaining the present invention, and are not to be construed as limiting the present invention.
In the description of the present invention, it should be understood that the orientation or positional relationship referred to in the description of the orientation, such as the upper, lower, front, rear, left, right, etc., is based on the orientation or positional relationship shown in the drawings, and is only for convenience of description and simplification of description, and does not indicate or imply that the device or element referred to must have a specific orientation, be constructed and operated in a specific orientation, and thus, should not be construed as limiting the present invention.
In the description of the present invention, the meaning of a plurality of means is one or more, the meaning of a plurality of means is two or more, and more than, less than, more than, etc. are understood as excluding the present number, and more than, less than, etc. are understood as including the present number. When the first and second are described for the purpose of distinguishing technical features only, they are not to be understood as indicating or implying relative importance or implicitly indicating the number of indicated technical features or implicitly indicating the precedence of the indicated technical features.
In the description of the present invention, unless otherwise explicitly limited, terms such as arrangement, installation, connection and the like should be understood in a broad sense, and those skilled in the art can reasonably determine the specific meanings of the above terms in the present invention in combination with the specific contents of the technical solutions.
Referring to fig. 1 to 7, the construction method for combining the aluminum alloy formwork and the wood formwork of the non-standard storey includes: construction preparation, namely checking the flatness of a floor to control the flatness to be 0-5mm, preparing a standard aluminum template 100 and a wood template 200, and cleaning the standard aluminum template 100 and the wood template 200; installing a wall template and a laminate template, installing the standard aluminum template 100 along the side elevation of the wall 400a and the lower end face of the laminate 400b, and connecting the standard aluminum template 100 by using a wood template 200 to form a first aluminum-wood combination plate 300a according to the actual sizes of the wall 400a and the laminate 400b when the coverage of the standard aluminum template 100 is smaller than that of the side elevation of the wall 400a, wherein the first aluminum-wood combination plate 300a can cover the side elevation of the wall 400a, and the first aluminum-wood combination plate 300a and the standard aluminum template 100 on the lower end face of the laminate 400b surround a first pouring cavity; installing a column template, installing the standard aluminum template 100 along the side vertical surface of the column 400c, and according to the actual size of the column 400c, when the coverage range of the standard aluminum template 100 is smaller than that of the side vertical surface of the column 400c, connecting the standard aluminum template 100 by using a wood template 200 to form a second aluminum-wood bonding plate 300b, wherein the second aluminum-wood bonding plate 300b can cover the side vertical surface of the column 400c, and the standard aluminum template 100 and/or the second aluminum-wood bonding plate 300b are installed and enclosed along the side vertical surface of the column 400c to form a second pouring cavity; installing a beam template, installing the standard aluminum template 100 along the side elevation and the bottom surface of the beam 400d, and according to the actual size of the beam 400d, when the coverage of the standard aluminum template 100 is smaller than that of the side elevation or the ground of the beam 400d, connecting the standard aluminum template 100 by using the wood template 200 to form a third aluminum-wood combination plate 300c, so that the third aluminum-wood combination plate 300c can cover the side elevation and the bottom surface of the beam 400d, and installing the three third aluminum-wood combination plates 300c along the side elevation and the bottom surface of the beam 400d to surround a third pouring cavity; pouring concrete, namely pouring concrete into the first pouring cavity, the second pouring cavity and the third pouring cavity; and (4) removing the formwork, and removing the standard aluminum formwork 100 and the wood formwork 200 after the concrete is dried. The sizes of the walls, the columns and the beams of the non-standard floor of the high-rise are different from those of the standard floor, and the condition that the templates cannot be completely closed can be caused by using the standard aluminum template 100 of the standard floor, and the general measure is that the non-standard aluminum template is directly adopted to match the sizes of the walls, the columns and the beams of the non-standard floor, but the material is extremely wasted, and the aluminum template is wasted after the non-standard aluminum template is used up once, so that under the condition that the floor heights of the standard floor and the non-standard floor are different, the standard aluminum template 100 of the standard floor can be quickly delivered to the non-standard floor after being dismantled, and the wood template can be manufactured according to the actual situation on site by adopting the construction mode of combining the standard aluminum template 100 and the wood template 200, the turnover times of the standard aluminum template 100 can be increased, and the casting molding quality of the walls, the columns and the beams can be ensured, so as to reduce the later-stage maintenance workload. It is understood that standard aluminum forms 100 refer to aluminum forms of the size commonly used in construction.
Referring to fig. 6 and 7, in the step of installing the formwork and the formwork of the wall 400a, the first aluminum-wood combination board 300a needs to be reinforced, the outer side of the first aluminum-wood combination board 300a is provided with a plurality of first transverse back ridges 500a and a plurality of first longitudinal back ridges 500b, the first transverse back ridges 500a are criss-cross connected with the first longitudinal back ridges 500b, the first aluminum-wood combination boards 300a on the inner and outer sides of the wall 400a are connected through first tie bolts 600a, the first longitudinal back ridges 500b on the inner side of the wall 400a are connected with first diagonal support assemblies 700a, and the first diagonal support assemblies 700a are used for supporting the first aluminum-wood combination boards 300a on the inner side of the wall 400a and are supported by the first diagonal support assemblies 700a, so that the first aluminum-wood combination boards 300a on the inner side of the wall 400a are not easily deformed during the pouring process, and the wall 400a is ensured to be vertical.
Referring to fig. 4 and 5, in the step of installing the column formwork, the standard aluminum formwork 100 and/or the second aluminum-wood combination plate 300b needs to be reinforced, a plurality of second transverse back ridges 500c and a plurality of second longitudinal back ridges 500d are arranged on the outer side of the standard aluminum formwork 100 and/or the second aluminum-wood combination plate 300b, the second transverse back ridges 500c and the second longitudinal back ridges 500d are connected in a criss-cross manner, the column formwork on two opposite sides of the four upright faces of the column 400c is connected by the second tie bolts 600b, the second longitudinal back ridges 500d are connected with second diagonal bracing assemblies 700b, the second diagonal bracing assemblies 700b are used for supporting the corresponding second aluminum-wood combination plate 300b and/or the standard aluminum formwork 100, and the second diagonal bracing assemblies 700b are arranged to support the standard aluminum formwork 100 and/or the second aluminum-wood combination plate 300b, so that the standard aluminum formwork 100 and/or the second aluminum-wood combination plate 300b can maintain the vertical casting quality when the concrete is poured. It is understood that the four vertical surfaces of the column 400c may be all installed with the standard aluminum mold plate 100, all installed with the second aluminum wood combination plate 300b, or the standard aluminum mold plate 100 and the second aluminum wood combination plate 300b may be installed in a mixed manner, and the installation is performed according to the size of the column 400 c.
In some embodiments, two adjacent second tie bolts 600b are vertically staggered by more than 150mm, and the staggered distance avoids the second tie bolts 600b from mechanically interfering with each other.
In some embodiments, each of the first diagonal bracing assembly 700a and the second diagonal bracing assembly 700b includes a first strut 710, a second strut 720 and a connecting block 730, one end of the first strut 710 is hinged to the connecting block 730, the other end of the first strut 710 is hinged to the upper end of the corresponding first longitudinal back edge 500b or the upper end of the second longitudinal back edge 500d, one end of the second strut 720 is hinged to the connecting block 730, the other end of the second strut 720 is hinged to the lower end of the corresponding first longitudinal back edge 500b or the lower end of the second longitudinal back edge 500d, the connecting block 730 is used for being fixed on the ground, the first diagonal bracing assembly 700a and the second diagonal bracing assembly 700b have simple structures and can play a role in supporting, and the supporting angle of the first strut 710 and/or the second strut 720 can be adjusted.
In some embodiments, a handle 711 is provided on the first rod 710 to facilitate lifting the first rod 710. It will be appreciated that the handle 711 is used to lift the first prop 710 when the support needs to be removed after the concrete has set.
In some embodiments, two adjacent second transverse back ridges 500c are connected by the third pair of tie bolts 600c, so that the standard aluminum mold plate 100 and/or the second aluminum-wood bonding plate 300b around the column 400c are connected more stably.
In some embodiments, the standard aluminum forms 100 and the wood forms 200 are coated with release agents that facilitate release.
In some embodiments, the step of pouring concrete includes pouring the concrete of the column 400c in layers, with a height of less than or equal to 500mm being poured at one time, to avoid too high and poor vibration of the concrete pour.
In some embodiments, twelve hours after pouring, the standard aluminum and wood forms 100 and 200 are removed to wait for the concrete to dry.
The embodiments of the present invention have been described in detail with reference to the accompanying drawings, but the present invention is not limited to the above embodiments, and various changes can be made within the knowledge of those skilled in the art without departing from the gist of the present invention.

Claims (10)

1. A construction method for combining a non-standard floor aluminum alloy template with a wood template is characterized by comprising the following steps:
construction preparation, namely checking the flatness of a floor to control the flatness to be 0-5mm, and preparing a standard aluminum template and a standard wood template which need to be cleaned;
installing a wall template and a laminate template, installing a standard aluminum template along the side vertical surface of the wall and the lower end surface of the laminate, and connecting the standard aluminum template with a wood template to form a first aluminum-wood combined plate when the coverage of the standard aluminum template is smaller than that of the side vertical surface of the wall according to the actual sizes of the wall and the laminate, wherein the first aluminum-wood combined plate can cover the side vertical surface of the wall, and the first aluminum-wood combined plate and the standard aluminum template on the lower end surface of the laminate surround a first pouring cavity;
installing a column template, installing a standard aluminum template along the side vertical surface of the column, connecting the standard aluminum template with a wood template to form a second aluminum-wood combined plate when the coverage of the standard aluminum template is smaller than that of the side vertical surface of the column according to the actual size of the column, wherein the second aluminum-wood combined plate can cover the side vertical surface of the column, and the standard aluminum template and/or the second aluminum-wood combined plate are installed and enclosed along the side vertical surface of the column to form a second pouring cavity;
installing a beam template, installing a standard aluminum template along the side vertical surface and the bottom surface of the beam, and connecting the standard aluminum template with a wood template to form a third aluminum-wood combined plate when the coverage of the standard aluminum template is smaller than that of the side vertical surface or the ground of the beam according to the actual size of the beam, so that the third aluminum-wood combined plate can cover the side vertical surface and the bottom surface of the beam, and installing and enclosing three third aluminum-wood combined plates along the side vertical surface and the bottom surface of the beam to form a third pouring cavity;
pouring concrete, namely pouring concrete into the first pouring cavity, the second pouring cavity and the third pouring cavity;
and removing the formwork, namely removing the standard aluminum formwork and the wood formwork after the concrete is dried.
2. The construction method for combining the aluminum alloy formwork and the wood formwork for the non-standard floors as claimed in claim 1, wherein the construction method comprises the following steps: in the step of installation wall form and plywood template, it is right to need first aluminum-wood combined board consolidates, the outside of first aluminum-wood combined board is provided with many first horizontal back of the body stupefied and many first vertical back of the body stupefied, first horizontal back of the body stupefied with the stupefied vertically and horizontally staggered connection of first vertical back of the body, both sides outside in the wall first aluminum-wood combined board is connected through first cross bolt, is connected with first bearing diagonal subassembly on the stupefied of the inboard first vertical back of the body of wall, first bearing diagonal subassembly is used for the knee wall inboard first aluminum-wood combined board.
3. The construction method for combining the aluminum alloy formwork and the wood formwork of the non-standard floor according to claim 2, characterized in that: in the step of installing the column template, the standard aluminum template and/or the second aluminum-wood combined plate need to be reinforced, the outside of the standard aluminum template and/or the second aluminum-wood combined plate is provided with a plurality of second transverse back ridges and a plurality of second longitudinal back ridges, the second transverse back ridges are connected with the second longitudinal back ridges in a criss-cross manner, the column templates on two opposite surfaces of the four vertical surfaces of the column are connected through second counter-pulling bolts, the second longitudinal back ridges are connected with second inclined support assemblies, and the second inclined support assemblies are used for supporting the corresponding second aluminum-wood combined plate and/or the standard aluminum template.
4. The non-standard floor aluminum alloy template and wood template combined construction method according to claim 3, characterized in that: two adjacent second split bolts are staggered by more than 150mm in the vertical direction.
5. The construction method for combining the aluminum alloy formwork and the wood formwork of the non-standard floor according to claim 3, wherein: first bearing diagonal subassembly with second bearing diagonal subassembly all includes first branch, second branch and connecting block, the one end of first branch is articulated the connecting block, the other end of first branch is articulated to correspond first vertical back of the body stupefied upper end or the stupefied upper end of the vertical back of the body of second, the one end of second branch is articulated the connecting block, the other end of second branch is articulated to correspond first vertical back of the body stupefied lower extreme or the stupefied lower extreme of the vertical back of the body of second, the connecting block is used for fixing subaerial.
6. The construction method for combining the aluminum alloy formwork and the wood formwork of the non-standard floor according to claim 5, wherein: the first support rod is provided with a handle.
7. The construction method for combining the aluminum alloy formwork and the wood formwork of the non-standard floor according to claim 5, wherein: and two adjacent second transverse back ridges are connected through a third counter-pulling bolt.
8. The construction method for combining the aluminum alloy formwork and the wood formwork for the non-standard floors as claimed in claim 1, wherein the construction method comprises the following steps: and the standard aluminum template and the wood template are coated with release agents.
9. The non-standard floor aluminum alloy template and wood template combined construction method according to claim 1, characterized in that: in the step of pouring the concrete, the concrete of the column is poured in layers, and the height of one-time pouring is less than or equal to 500mm.
10. The construction method for combining the aluminum alloy formwork and the wood formwork for the non-standard floors as claimed in claim 9, wherein: and after twelve hours of pouring, removing the standard aluminum template and the wood template.
CN202210882940.2A 2022-07-26 2022-07-26 Construction method for combining non-standard floor aluminum alloy template and wood template Pending CN115262950A (en)

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Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20150211205A1 (en) * 2014-01-29 2015-07-30 Guangzhou Jishi Construction Group Co., Ltd. Construction system for subway station
CN113090026A (en) * 2021-04-12 2021-07-09 中建二局第二建筑工程有限公司 Construction method for combining non-standard layer structure aluminum formwork with wood formwork
CN214498381U (en) * 2020-10-16 2021-10-26 佛山市长盛建筑科技有限公司 Aluminum-wood combination structure for pouring non-standard floors
JP3236954U (en) * 2021-09-30 2022-04-01 中建二局第一建築工程有限公司 Aluminum wood composite system for post-strike strips

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20150211205A1 (en) * 2014-01-29 2015-07-30 Guangzhou Jishi Construction Group Co., Ltd. Construction system for subway station
CN214498381U (en) * 2020-10-16 2021-10-26 佛山市长盛建筑科技有限公司 Aluminum-wood combination structure for pouring non-standard floors
CN113090026A (en) * 2021-04-12 2021-07-09 中建二局第二建筑工程有限公司 Construction method for combining non-standard layer structure aluminum formwork with wood formwork
JP3236954U (en) * 2021-09-30 2022-04-01 中建二局第一建築工程有限公司 Aluminum wood composite system for post-strike strips

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Application publication date: 20221101