CN112270025A - Template combination design method - Google Patents
Template combination design method Download PDFInfo
- Publication number
- CN112270025A CN112270025A CN202011063479.5A CN202011063479A CN112270025A CN 112270025 A CN112270025 A CN 112270025A CN 202011063479 A CN202011063479 A CN 202011063479A CN 112270025 A CN112270025 A CN 112270025A
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- CN
- China
- Prior art keywords
- template
- height
- wall
- construction
- formwork
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Classifications
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- 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
-
- 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
-
- 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
- E04G11/085—End form panels for walls
-
- 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
-
- G—PHYSICS
- G06—COMPUTING; CALCULATING OR COUNTING
- G06F—ELECTRIC DIGITAL DATA PROCESSING
- G06F30/00—Computer-aided design [CAD]
- G06F30/20—Design optimisation, verification or simulation
Abstract
A template combination design method comprises the following steps: the method comprises the steps of obtaining the height of a floor, obtaining template design parameters, wherein the template design parameters comprise a plurality of template types and template design heights corresponding to the template types, and distributing priority to the template types. Determining the construction height and the construction quantity of the templates according to the floor parameters, the template design parameters and the priority, and processing the templates according to the construction height and the construction quantity of the templates. According to the template combination design method provided by the invention, the template design height with the priority being the second priority is changed, so that the template construction height is suitable for the building floor height which is not 50 mm times, and meanwhile, the production cost is favorably reduced.
Description
Technical Field
The invention relates to the technical field of template application, in particular to a template combination design method.
Background
Aluminum alloy building templates have been widely used in the building construction industry because of their rapid global popularization. In order to reduce the production cost and improve the universality, the current building template mainly adopts a standard template.
In the prior art, standard templates are widely applied to walls with the building layer height of 50 mm times, and for the walls with the building layer height of 50 mm times, the non-standard templates are generally used for random splicing or are simply heightened by using battens and the like, so that cost and efficiency cannot be considered, and meanwhile, huge hidden dangers exist in the stability and the safety of an assembled template system.
Disclosure of Invention
The invention aims to provide a template design method, which is suitable for building story heights which are not 50 mm times, and has the characteristics of low cost and convenient construction.
A template combination design method comprises the following steps: and acquiring the height of the floor.
Obtaining template design parameters, wherein the template design parameters comprise a plurality of template types and template design heights corresponding to the template types, and distributing priority to the template types.
Determining the construction height and the construction quantity of the templates according to the floor parameters, the template design parameters and the priority; and processing the templates according to the template construction height and the template construction quantity.
Further, the floor height comprises an inner wall height and an outer wall height, the inner wall height is smaller than the outer wall height, and the difference between the outer wall height and the inner wall height is the thickness of the roof of the floor.
Further, the floor height is a non-integral multiple of 50.
Furthermore, the formwork type comprises a wall formwork and at least one of a corner C groove, a hanging foot and a bearing plate.
Furthermore, the priority comprises a first priority and a second priority, the wall formwork corresponds to the first priority, and any one of the corner C groove, the hanging foot and the bearing plate corresponds to the construction height of the formwork with the second priority.
Furthermore, the design height of the formwork of the wall formwork is equal to the formwork construction height of the wall formwork.
Further, the interior wall sets gradually along vertical direction corner C groove the wall template and hang the foot, the height of interior wall is 2880 millimeters. The template construction height of wall template is 2600 millimeters or 2700 millimeters, the template construction height in corner C groove is 130 millimeters, the template construction quantity in corner C groove is 1, the template construction height of hanging the foot is 40 millimeters, the template construction quantity of hanging the foot is 1.
Furthermore, the outer wall sets gradually and accepts board and wall template along vertical direction, the outer wall height is 2980 millimeters. The template construction height of wall template is 2700 millimeters, the template construction quantity of wall template is 1, the template construction height of accepting the board is 280 millimeters, the template construction quantity of accepting the board is 1.
Further, the hanging foot is provided with a gap from the ground, and the height of the gap is 10 millimeters.
According to the template combination design method provided by the invention, the template design parameters corresponding to the template type with the second priority are changed, so that the template combination is not only suitable for the building floor height of 50 mm times, but also is beneficial to reducing the production cost and improving the production construction efficiency.
Drawings
Fig. 1 is a flowchart of a template combination design method according to an embodiment of the present invention.
FIG. 2 is a schematic diagram of a template assembly provided by the present invention.
Fig. 3 is another perspective view of the template assembly shown in fig. 2.
Description of the main elements
Height of inner wall H10
Height of outer wall H11
Corner C-groove 20
Hanging foot 30
Construction heights of the formworks R10, R11, R12, R13 and R14
Thickness D
The following detailed description of the invention will be further described in conjunction with the above description of the drawings.
Detailed Description
In order that the above objects, features and advantages of the present invention can be more clearly understood, a detailed description of the present invention will be given below with reference to the accompanying drawings and specific embodiments. It should be noted that the embodiments of the present invention and features of the embodiments may be combined with each other without conflict.
In the following description, numerous specific details are set forth to provide a thorough understanding of the present invention, and the described embodiments are merely a subset of the embodiments of the present invention, rather than a complete embodiment. 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.
Unless defined otherwise, all technical and scientific terms used herein have the same meaning as commonly understood by one of ordinary skill in the art to which this invention belongs. The terminology used in the description of the invention herein is for the purpose of describing particular embodiments only and is not intended to be limiting of the invention.
Referring to fig. 1, fig. 2 and fig. 3, a template combination design method includes the steps of:
and S1, acquiring the height of the floor.
In this embodiment, the floor height H1 can be obtained from the floor plan of the building. It is understood that the floor height H1 includes an inner wall height H10 and an outer wall height H11, the inner wall height H10 is less than the outer wall height H11, and the difference between the inner wall height H10 and the outer wall height H11 is the thickness D of the roof of the floor (i.e., H11-H10 ═ D). It is understood that, in the present embodiment, the floor height H1 is the height of the floor in the vertical direction.
In this embodiment, the floor height H1 is not evenly divisible by 50.
S2, obtaining template design parameters, wherein the template design parameters comprise a plurality of template types and template design heights corresponding to the template types, and distributing priority to each template type.
In the present embodiment, the formwork type includes at least one of a wall form 10, a corner C channel 20, a hanger 30, and a receiving plate 40. The template design height H2 comprises a wall template design height H20, a corner C groove design height H21, a hanging foot design height H22 and a bearing plate design height H23, wherein the wall template design height H20 is 2600 mm or 2700 mm, the corner C groove design height H21 is 110 mm-160 mm, the hanging foot design height H22 is 10 mm-60 mm, and the bearing plate design height H23 is 280 mm-320 mm.
In this embodiment, in step S2, the priority includes a first priority and a second priority, and assigning a priority to each of the template types specifically includes: the wall form 10 is assigned a first priority, and the corner C slot 20, the hanging foot 30 and the receiving plate 40 are assigned a second priority. Each template type and corresponding height and priority are shown in table 1.
TABLE 1
| Template type | Design height of formwork | Priority level |
| Wall formwork | 2700 mm, 2600 mm | First priority |
| Bearing plate | 280 mm-320 mm | Second priority |
| Corner C groove | 110 mm-160 mm | Second |
| Hanging foot | ||
| 10 mm-60 mm | Second priority |
The priority parameter is determined according to the processing difficulty, the market price and the construction difficulty, for example, because the standard wall surface template 10 is difficult to process and the height is usually a preset value, the height of the standard wall surface template 10 is difficult to change, and therefore, in the template combination design process, the floor parameter is required to be preferentially considered to be capable of being matched with the height of the standard wall surface template 10, so that the standard wall surface template 10 is set as a first priority; the hanger 30 is assigned the second priority since the standard hanger 30 is easy to machine. When the priorities are actually distributed, factors such as market price and difficulty degree of construction can be comprehensively considered.
And S3, determining the construction height and the construction quantity of the templates according to the floor height, the template design parameters and the priority.
In this embodiment, in step S3, determining the formwork construction parameters includes determining the formwork construction height R1 and the number of formwork constructions N1 according to the floor height H1, the formwork design height H2 and the priority parameters.
In this embodiment, the inner wall is sequentially provided with the corner C groove 20, the wall surface formwork 10 and the hanging feet 30 in the vertical direction, and the determining of the formwork construction height R10 of the inner wall and the formwork construction number N10 of the inner wall includes the steps of:
and S30, determining the formwork construction height R10 and the formwork construction number N10 of the wall formwork 10 with the first priority.
In this embodiment, the formwork construction height R10 of the wall formwork 10 is 2600 mm or 2700 mm, and the formwork construction number N10 of the wall formwork 10 is calculated according to the formula one:
n10 ═ H10-H21-H22)/2700 or N10 ═ H10-H21-H22)/2600 (formula one).
Wherein, "[ X ]" represents the rounding of "X".
And S31, determining the formwork construction height R11 of the corner C groove 20 and the formwork construction number N11 of the corner C groove 20 with the second priority.
In this embodiment, the number N11 of the corner C groove 20 is 1, and the formwork height R11 of the corner C groove 20 is calculated according to the formula two:
r11 ═ H10-N10 ═ 2700-H22 or R11 ═ H10-N10 ═ 2600-H22 (formula two).
And S32, determining the template construction height R12 of the lifting foot 30 and the template construction number N12 of the lifting foot 30 with the second priority.
In this embodiment, the number N12 of the formworks of the suspension leg 30 is 1, and the formwork construction height R12 of the suspension leg 30 is calculated according to the formula three:
r12 ═ H10-N10 ═ 2700-R11 or R11 ═ H10-N10 ═ 2600-R11 (formula three).
In this embodiment, the height H10 of the inner wall is 2880 mm, the formwork construction height R10 of the wall form 10 is 2700 mm, the number N10 of the formwork construction of the wall form 10 is 1, the formwork construction height R11 of the corner C groove 20 is 130 mm, the number N11 of the corner C groove 20 is 1, the formwork construction height R12 of the hanger pin 30 is 40 mm, and the number of the formwork construction of the hanger pin 30 is 1. The thickness of the roof is 100 mm, and the lifting foot 30 is provided with a gap 31 with a width of 10 mm from the ground, and the gap 31 is used for facilitating the removal of the subsequent lifting foot 30.
In this embodiment, the receiving plates 40 and the wall surface formworks 10 are sequentially arranged on the outer wall in the vertical direction, and the determining of the formwork construction height R10 of the outer wall and the formwork construction number N10 of the inner wall includes the steps of:
and S33, determining the formwork construction height R13 and the formwork construction number N13 of the wall formwork 10 with the first priority.
In this embodiment, the formwork construction height R13 of the wall formwork 10 is 2600 mm or 2700 mm, and the formwork construction number N13 of the wall formwork 10 is calculated according to the formula four:
n10 ═ H11-H23)/2700] or N10 ═ H11-H23/2600 ] (formula four), where "[ X ]" represents the rounding operation on "X".
And S34, determining the formwork construction height R14 of the bearing plate 40 and the formwork construction number N14 of the corner C groove 20 with the second priority.
In this embodiment, the number N14 of the form works of the receiving plate 40 is 1, and the height R14 of the form works of the receiving plate 40 is calculated according to the formula five:
r14 ═ H11-N13 ═ 2700 or R14 ═ H10-N10 ═ 2600 (formula five).
In this embodiment, the height H10 of the outer wall is 2980 mm, the formwork construction height R13 of the wall formwork 10 is 2700 mm, the number N13 of the formwork construction of the wall formwork 10 is 1, the formwork construction height R14 of the receiving plate 40 is 280 mm, and the number N14 of the receiving plate 40 is 1.
And S4, processing and manufacturing the formworks according to the formwork construction height R10 and the formwork construction number N10.
According to the template combination design method provided by the invention, the template design height with the priority being the second priority is changed, so that the template construction height is suitable for the building floor height which is not 50 mm times, and meanwhile, the production cost is favorably reduced.
In addition, those skilled in the art should recognize that the foregoing embodiments are illustrative only, and not limiting, and that appropriate changes and modifications can be made without departing from the spirit and scope of the invention as defined by the appended claims.
Claims (9)
1. A template combination design method comprises the following steps:
acquiring the height of a floor;
acquiring template design parameters, wherein the template design parameters comprise a plurality of template types and template design heights corresponding to the template types, and distributing priority to the template types;
determining the construction height and the construction quantity of the templates according to the floor parameters, the template design parameters and the priority; and
and processing the templates according to the template construction height and the template construction quantity.
2. The method for designing a formwork assembly according to claim 1, wherein the floor height comprises an inner wall height and an outer wall height, the inner wall height is smaller than the outer wall height, and the difference between the outer wall height and the inner wall height is the thickness of a floor top.
3. The template combination design method of claim 2, wherein the floor height is a non-integer multiple of 50.
4. The method of claim 1, wherein the formwork type comprises wall formwork and further comprises at least one of corner C channel, hanging foot and bearing plate.
5. The formwork assembly design method of claim 4, wherein the priority comprises a first priority and a second priority, the wall formwork corresponds to the first priority, and any one of the corner C channel, the hanging foot and the receiving plate corresponds to the second priority formwork construction height.
6. The formwork assembly design method of claim 5, wherein the formwork design height of the wall formwork is equal to the formwork construction height of the wall formwork.
7. The template combination design method of claim 6, wherein the corner C slot, the wall template and the hanging foot are sequentially arranged on the inner wall along the vertical direction, and the height of the inner wall is 2880 mm;
the template construction height of wall template is 2600 millimeters or 2700 millimeters, the template construction height in corner C groove is 130 millimeters, the template construction quantity in corner C groove is 1, the template construction height of hanging the foot is 40 millimeters, the template construction quantity of hanging the foot is 1.
8. The template combination design method of claim 6, wherein the bearing plate and the wall template are sequentially arranged on the outer wall along the vertical direction, and the height of the outer wall is 2980 mm;
the template construction height of wall template is 2700 millimeters, the template construction quantity of wall template is 1, the template construction height of accepting the board is 280 millimeters, the template construction quantity of accepting the board is 1.
9. The template combination design method of claim 7, wherein the hanging foot is provided with a gap from the ground, and the height of the gap is 10 mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202011063479.5A CN112270025A (en) | 2020-09-30 | 2020-09-30 | Template combination design method |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202011063479.5A CN112270025A (en) | 2020-09-30 | 2020-09-30 | Template combination design method |
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| CN112270025A true CN112270025A (en) | 2021-01-26 |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112948930A (en) * | 2021-02-28 | 2021-06-11 | 晟通科技集团有限公司 | Building base map optimization method, computer device and storage medium |
| CN112948927A (en) * | 2021-02-25 | 2021-06-11 | 晟通科技集团有限公司 | Building corner judging method, computer device and storage medium |
| CN113987664A (en) * | 2021-12-24 | 2022-01-28 | 深圳小库科技有限公司 | Building layout scheme generation method, system, device, terminal and storage medium |
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| CN111424962A (en) * | 2020-03-11 | 2020-07-17 | 广东亚旺模架技术有限公司 | Construction method for reducing thickness of aluminum formwork wall |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| CN112948927A (en) * | 2021-02-25 | 2021-06-11 | 晟通科技集团有限公司 | Building corner judging method, computer device and storage medium |
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| CN113987664A (en) * | 2021-12-24 | 2022-01-28 | 深圳小库科技有限公司 | Building layout scheme generation method, system, device, terminal and storage medium |
| CN113987664B (en) * | 2021-12-24 | 2022-03-22 | 深圳小库科技有限公司 | Building layout scheme generation method, system, device, terminal and storage medium |
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