CN116927349A - Concave-convex elevation module in modularized building and design method thereof - Google Patents
Concave-convex elevation module in modularized building and design method thereof Download PDFInfo
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- CN116927349A CN116927349A CN202310918830.1A CN202310918830A CN116927349A CN 116927349 A CN116927349 A CN 116927349A CN 202310918830 A CN202310918830 A CN 202310918830A CN 116927349 A CN116927349 A CN 116927349A
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- 238000000034 method Methods 0.000 title claims abstract description 25
- 239000004568 cement Substances 0.000 claims description 25
- 239000011094 fiberboard Substances 0.000 claims description 23
- 230000000694 effects Effects 0.000 claims description 10
- 229910000831 Steel Inorganic materials 0.000 claims description 6
- 239000010959 steel Substances 0.000 claims description 6
- 238000004364 calculation method Methods 0.000 claims description 4
- 238000005516 engineering process Methods 0.000 claims description 4
- 239000003292 glue Substances 0.000 claims description 3
- 238000009434 installation Methods 0.000 claims description 3
- 239000000835 fiber Substances 0.000 claims description 2
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- 239000000203 mixture Substances 0.000 description 5
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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
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/348—Structures composed of units comprising at least considerable parts of two sides of a room, e.g. box-like or cell-like units closed or in skeleton form
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- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/348—Structures composed of units comprising at least considerable parts of two sides of a room, e.g. box-like or cell-like units closed or in skeleton form
- E04B1/34807—Elements integrated in a skeleton
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- G06F—ELECTRIC DIGITAL DATA PROCESSING
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Abstract
The application relates to a concave-convex elevation module in a modularized building and a design method thereof, belonging to the technical field of assembled building modules, aiming at solving the defect that the existing modularized outer wall is more pursued for rapid production and lacks a method for designing a complex concave-convex elevation.
Description
Technical Field
The application belongs to the technical field of assembled building modules, and particularly relates to a concave-convex elevation module in a modularized building and a design method thereof.
Background
The modularized integrated building technology system is a core building technology in the current assembly type 4.0 era and is a three-dimensional space integrated building unit with a building use function. MiC modular building is to complete hexahedral module and 80% equipment integration in factory prefabrication, and assemble the module in construction site, so as to realize building blocks like building houses, and realize rapid, efficient and intelligent integration;
the basic component of a modular building is a module. To ensure high integration of the module, the module is generally hexahedral. In order to ensure rapid production of the module, exterior wall panels capable of being rapidly installed, such as light steel joist walls, are generally selected for the exterior wall. As the modularized outer wall is mostly pursued for quick production, when complex elevation design requirements exist, a concave-convex elevation design method suitable for modularized buildings is lacking.
Disclosure of Invention
The application aims to solve the defects that the existing modularized outer wall method is mostly pursued for quick production and lacks a design method for complex concave-convex elevation, and further provides a concave-convex elevation module in a modularized building and a design method thereof;
the concave-convex elevation module in the modularized building is a hexahedral module, the outer wall side of the hexahedral module is provided with a concave-convex elevation outer wall, the concave-convex elevation outer wall comprises N convex mold outer wall supporting units, N concave mold outer wall supporting units and external concave-convex elevation plates, N is a positive integer, the N convex mold outer wall supporting units and the N concave mold outer wall supporting units are arranged in a staggered manner along the length extending direction of the outer wall side in the hexahedral module, each convex mold outer wall supporting unit is fixedly connected with the outer wall side of the hexahedral module, each concave mold outer wall supporting unit is fixedly connected with the outer wall side of the hexahedral module, N convex mold plate shells and N concave mold plate shells are arranged on the external concave-convex elevation plate in a staggered manner, each convex mold plate shell in the external concave-convex elevation plate corresponds to one convex mold outer wall supporting unit, each concave mold plate shell in the external concave-convex elevation plate is arranged corresponding to one concave mold supporting unit, the external concave-convex elevation plate is buckled on the outer wall side of the hexahedral module, and the external concave elevation plate is detachably connected with the outer wall side of the hexahedral module;
further, the male die outer wall supporting unit comprises a plurality of supporting components, the supporting components are arranged at equal intervals along the width direction of the male die shell, each supporting component comprises an inner side keel, an outer side keel and a plurality of supporting keels, the inner side keels are vertically fixedly connected to the outer wall side of the hexahedral module along the height direction of the hexahedral module, the outer side keels are oppositely arranged with the inner side keels, the supporting keels are arranged between the inner side keels and the outer side keels at equal intervals along the height direction of the inner side keels, the supporting keels are mutually parallel, one end of each supporting keel is fixedly connected with the inner side keels, and the other end of each supporting keel is fixedly connected with the outer side keels;
further, the female die outer wall supporting unit comprises a plurality of female die keels which are equidistantly arranged along the width direction of the female die plate shell, and each female die keel is vertically fixedly connected to the outer wall side of the hexahedral module along the height direction of the hexahedral module;
further, the structural form of the female die keel is the same as that of the inner side keel;
further, an L-shaped keel is arranged at the joint of the outer vertical plate and each side vertical plate in the male die shell, one side of the L-shaped keel is fixedly connected with the inner side of the outer vertical plate, and the other side of the L-shaped keel is fixedly connected with the side vertical plates;
further, a connecting threaded hole is formed in the bottom end of the ratchet sleeve, a connecting external thread is formed in the outer circumferential surface of the top end of the first connecting support arm, the connecting external thread is matched with an internal thread in the connecting threaded hole, and the first connecting support arm is detachably connected with the ratchet sleeve through the thread;
further, the external concave-convex elevation plate is made of cement fiber plates;
a method of designing a concave-convex facade module in a modular building, the method being implemented by:
step one: cutting the cement fiber board: carrying out standardized cutting design according to the standard size (1220 x 2440) of the cement fiberboard, setting n0 as a cutting multiple of the board, and ensuring that the wide and high directions are cut according to the same cutting multiple according to the facade effect for convenient calculation, wherein the vertical direction size of the board is Lb/n0, and the horizontal direction is La/n0;
step two: building a module outer wall side supporting unit: the light steel keel wall with the performances of light weight, high strength, simple installation and the like, which is suitable for modularized building, is selected as an outer wall, the inner keel is positioned according to the position of the outer wall, the outer keel is positioned according to the concave-convex requirements of the vertical face, and the inner keel and the outer keel are fixed by the support keels;
step three: determining the size of an external concave-convex elevation plate: according to the modular limiting size and the specified specification size of the cement fiberboard, the modular coordination is carried out on the modular relation of the two, a general formula of the elevation height and the width of the board is derived, the length of one cement fiberboard is La=2440, the height is Lb=1220, the seam width of the cement fiberboard is g (1 mm is less than or equal to g is less than or equal to 10 mm), the cutting multiple of the board is n0, the number of the applied cement fiberboard with common specification is n1, the thickness of a single concave-convex elevation module is e, the width is f, and the design formula of the elevation height h and the elevation width d of the board can be obtained:
h＝La/n0+g(n0-1)*n1+g(n1-1)； (1)
d＝(Lb/n0-e)*n0+g(n0-1)+g(n1-1)； (2)
wherein Lb/n0=e+f, f=xe (the value of x is set according to the facade effect)
The splicing modes of the plates can also cause differences of design methods, the plates are directly spliced by caulking glue, the width of a vertical face needs to be considered as the width of a gap, the incision splicing is negligible, but the process is complex, the plates are directly connected by using L-shaped keels, and the vertical distance of the L-shaped keels is 600mm;
step four: finally, considering that a wider gap G appears after the modules are stacked, the modular building elevation design needs to be covered by plates, so that the gap between the modules is G (G is more than or equal to 5mm and less than or equal to 20 mm), the gap width of the cement fiberboard is G (G is more than or equal to 1mm and less than or equal to 10 mm), the modular elevation design height H and the modular elevation design width D are obtained, and the general formula of the modular concave-convex elevation design method is obtained:
H＝h+G-g； (3)
D＝d+G-g。 (4)
compared with the prior art, the application has the following beneficial effects:
according to the concave-convex elevation module in the modularized building and the design method thereof, the relation between the module size and the module modulus is coordinated, the rapid production requirement of the modularized building is considered, meanwhile, the complex concave-convex elevation form is made, the concave-convex elevation can play a role in passive energy saving of automatic sun shading and air flow guiding of the elevation in terms of structure, the cooling effect is achieved through the passive design of the module in summer hot winter warm areas, the design method provided by the application can obtain various concave-convex elevation design forms of the modularized building through adjusting x and n in a formula, the wall thickness is controllable, meanwhile, compared with other concave-convex elevation methods, the wall thickness of the modularized building is controllable, the external wall can be adjusted according to the requirements of the building elevation, the indoor and the module modulus, and the external wall is changeable and meanwhile, the material is saved.
Drawings
FIG. 1 is a schematic view of cutting dimension of a cement fiberboard used for an external concave-convex elevation board in the application;
FIG. 2 is a schematic diagram of a joint connection mode and a width calculation formula of two boards according to the present application;
FIG. 3 is a schematic flow chart of a method for designing a module size of a concave-convex vertical surface in the present application;
FIG. 4 is a schematic view of the modular building male and female elevation keel arrangement of the present application;
FIG. 5 is a schematic view of a modular building panel layout in accordance with the present application;
FIG. 6 is a schematic view of the effects and dimensions of a concavo-convex elevation of a steel structure modular integrated building according to the present application;
fig. 7 is a schematic view of a steel structure modularized integrated building concave-convex elevation L keel in the application.
In the figure, an external concave-convex vertical plate, a 2 inner side keel, a 3 outer side keel, a 4 support keel and a 5 female die keel are arranged.
Detailed Description
The first embodiment is as follows: referring to fig. 1 to 7, this embodiment provides a concave-convex elevation module in a modularized building, the concave-convex elevation module is a hexahedral module, the outer wall side of the hexahedral module is provided with a concave-convex elevation outer wall, the concave-convex elevation outer wall includes N male mold outer wall supporting units, N female mold outer wall supporting units and an external concave-convex elevation plate 1, N is a positive integer, N male mold outer wall supporting units and N female mold outer wall supporting units are staggered along the length extending direction of the outer wall side in the hexahedral module, each male mold outer wall supporting unit is fixedly connected with the outer wall side of the hexahedral module, each female mold outer wall supporting unit is fixedly connected with the outer wall side of the hexahedral module, N male mold plate shells and N female mold plate shells are staggered on the external concave-convex elevation plate 1, each male mold plate shell in the external concave-convex elevation plate 1 is correspondingly arranged with one female mold outer wall supporting unit, the external concave-convex elevation plate 1 is buckled on the outer wall side of the hexahedral module, and the external concave-convex elevation plate 1 is detached from the hexahedral module.
The embodiment provides a unsmooth facade module in modularization building, unsmooth facade can play the facade and from sunshade and the passive energy-conserving effect of guiding air flow, reaches the effect of cooling through the passive design of module self in summer hot winter warm region.
The second embodiment is as follows: this embodiment is described with reference to fig. 1 to 7, and a difference between this embodiment and the specific embodiment is that the male mold outer wall supporting unit includes a plurality of supporting components, and a plurality of supporting components set up along the width direction equidistance of male mold shell, and every supporting component includes an inboard fossil fragments 2, an outside fossil fragments 3 and a plurality of supporting fossil fragments 4, the vertical rigid coupling of the direction of height of hexahedral module is in the outer wall side of hexahedral module along inboard fossil fragments 2, and outside fossil fragments 3 set up with inboard fossil fragments 2 relatively, and a plurality of supporting fossil fragments 4 set up between inboard fossil fragments 2 and outside fossil fragments 3 along the direction of height equidistance of inboard fossil fragments 2, and a plurality of supporting fossil fragments 4 are parallel to each other, and the one end and the inboard fossil fragments 2 fixed connection of every supporting fossil fragments 4, the other end and the outside fossil fragments 3 fixed connection of every supporting fossil fragments 4. Other compositions and connection modes are the same as in the first embodiment.
And a third specific embodiment: the second difference between the present embodiment and the specific embodiment is that the female mold outer wall supporting unit includes a plurality of female mold keels 5, the plurality of female mold keels 5 are equidistantly arranged along the width direction of the female mold plate shell, and each female mold keel 5 is vertically and fixedly connected to the outer wall side of the hexahedral module along the height direction of the hexahedral module. Other compositions and connection modes are the same as those of the second embodiment.
The specific embodiment IV is as follows: the third difference between the present embodiment and the specific embodiment is that the structural form of the female runner 5 is the same as that of the inner runner 2, which will be described with reference to fig. 1 to 7. Other compositions and connection modes are the same as those of the third embodiment.
Fifth embodiment: the fourth difference between the present embodiment and the specific embodiment is that the connection between the outer vertical plate and each side vertical plate in the male die shell is provided with an L-shaped keel, one side of the L-shaped keel is fixedly connected with the inner side of the outer vertical plate, and the other side of the L-shaped keel is fixedly connected with the side vertical plate. Other compositions and connection modes are the same as those of the fourth embodiment.
Specific embodiment six: the fifth difference between the present embodiment and the specific embodiment is that the external concave-convex vertical plate 1 is made of cement fiber board, which is described with reference to fig. 1 to 7. Other compositions and connection modes are the same as those of the fifth embodiment.
Seventh embodiment: the present embodiment provides a method for designing a concave-convex elevation module in a modular building, by the following steps:
step one: cutting the cement fiber board: carrying out standardized cutting design according to the standard size of the cement fiberboard, setting n0 as a cutting multiple of the board, and ensuring that the board is cut according to the same cutting multiple in the width-height direction according to the facade effect for convenient calculation, wherein the vertical direction size of the board is Lb/n0, and the horizontal direction is La/n0;
step two: building a module outer wall side supporting unit: the light steel keel wall with the performances of light weight, high strength, simple installation and the like, which is suitable for modularized building, is selected as an outer wall, the inner keel is positioned according to the position of the outer wall, the outer keel is positioned according to the concave-convex requirements of the vertical face, and the inner keel and the outer keel are fixed by the support keels;
step three: determining the size of an external concave-convex elevation plate: according to the modular limiting size and the specified specification size of the cement fiberboard, the modular coordination is carried out on the modular relation of the two, a general formula of the elevation height and the width of the board is derived, the length of one cement fiberboard is La=2440, the height is Lb=1220, the seam width of the cement fiberboard is g, the cutting multiple of the board is n0, the number of the applied cement fiberboard with common specifications is n1, the thickness of a single concave-convex elevation module is e, the width is f, and the design formula of the elevation height h and the elevation width d of the board can be obtained:
h＝La/n0+g(n0-1)*n1+g(n1-1)； (1)
d＝(Lb/n0-e)*n0+g(n0-1)+g(n1-1)； (2)
wherein Lb/n0=e+f, f=xe (the value of x is set according to the facade effect)
The splicing modes of the plates can also cause differences of design methods, the plates are directly spliced by caulking glue, the width of a vertical face needs to be considered as the width of a gap, the incision splicing is negligible, d= (Lb/n 0-e) n0 is adopted in the incision splicing, the incision technology is complex, the plates are directly connected by using L-shaped keels, and the vertical distance between the L-shaped keels is 600mm;
step four: finally, considering that a wider gap G appears after the modules are stacked, the modular building elevation design needs to be covered by plates, so that the gap between the modules is G, the gap width of the cement fiberboard is G, the modular elevation design height H and the modular elevation design width D are obtained, and the general formula of the modular concave-convex elevation design method is obtained:
H＝h+G-g； (3)
D＝d+G-g。 (4)
the present application has been described in terms of preferred embodiments, but is not limited to the above-described embodiments, and any simple modification, equivalent changes and variation of the above-described embodiments according to the technical principles of the present application will be within the scope of the present application when the above-described structures and technical principles can be utilized to make a few equivalent embodiments without departing from the technical scope of the present application.
Claims (7)
1. Concave-convex elevation module in modularization building, concave-convex elevation module is hexahedron module, its characterized in that: the outer wall side of the hexahedron module is provided with an unsmooth elevation outer wall, the unsmooth elevation outer wall comprises N male die outer wall supporting units, N female die outer wall supporting units and an external unsmooth elevation plate (1), N is a positive integer, the N male die outer wall supporting units and the N female die outer wall supporting units are arranged in a staggered mode along the length extending direction of the outer wall side of the hexahedron module, each male die outer wall supporting unit is fixedly connected with the outer wall side of the hexahedron module, each female die outer wall supporting unit is fixedly connected with the outer wall side of the hexahedron module, N male die plate shells and N female die plate shells are arranged on the external unsmooth elevation plate (1) in a staggered mode, each male die plate shell in the external unsmooth elevation plate (1) is arranged corresponding to one male die outer wall supporting unit, and the external unsmooth elevation plate (1) is buckled on the outer wall side of the hexahedron module and is detachably connected with the outer wall side of the hexahedron module.
2. A modular building concave-convex facade module according to claim 1, characterised in that: the male die outer wall supporting unit comprises a plurality of supporting components, the supporting components are arranged at equal intervals along the width direction of the male die shell, each supporting component comprises an inner side keel (2), an outer side keel (3) and a plurality of supporting keels (4), the inner side keels (2) are fixedly connected to the outer wall side of the hexahedral module along the height direction of the hexahedral module, the outer side keels (3) and the inner side keels (2) are oppositely arranged, the supporting keels (4) are arranged between the inner side keels (2) and the outer side keels (3) along the height direction equidistance of the inner side keels (2), the supporting keels (4) are arranged in parallel, one end of each supporting keel (4) is fixedly connected with the inner side keels (2), and the other end of each supporting keel (4) is fixedly connected with the outer side keels (3).
3. A modular building concave-convex facade module according to claim 2, characterised in that: the female die outer wall supporting unit comprises a plurality of female die keels (5), the female die keels (5) are equidistantly arranged along the width direction of the female die plate shell, and each female die keel (5) is vertically fixedly connected to the outer wall side of the hexahedral module along the height direction of the hexahedral module.
4. A modular building concave-convex facade module according to claim 3, characterised in that: the structural form of the female die keel (5) is the same as that of the inner side keel (2).
5. A modular building concave-convex facade module according to claim 1, characterised in that: an L-shaped keel is arranged at the joint of the outer vertical plate and each side vertical plate in the male die shell, one side of the L-shaped keel is fixedly connected with the inner side of the outer vertical plate, and the other side of the L-shaped keel is fixedly connected with the side vertical plates.
6. A modular building concave-convex facade module according to claim 1, characterised in that: the external concave-convex elevation plate (1) is made of cement fiber plates.
7. A method of designing a male-female facade module in a modular building according to any one of claims 1 to 6, characterized in that the method is implemented by the steps of:
step one: cutting the cement fiber board: carrying out standardized cutting design according to the standard size of the cement fiberboard, setting n0 as a cutting multiple of the board, and ensuring that the board is cut according to the same cutting multiple in the width-height direction according to the facade effect for convenient calculation, wherein the vertical direction size of the board is Lb/n0, and the horizontal direction is La/n0;
step two: building a module outer wall side supporting unit: the light steel keel wall with the performances of light weight, high strength, simple installation and the like, which is suitable for modularized building, is selected as an outer wall, the inner keel is positioned according to the position of the outer wall, the outer keel is positioned according to the concave-convex requirements of the vertical face, and the inner keel and the outer keel are fixed by the support keels;
step three: determining the size of an external concave-convex elevation plate: according to the modular limiting size and the specified specification size of the cement fiberboard, the modular coordination is carried out on the modular relation of the two, a general formula of the elevation height and the width of the board is derived, the length of one cement fiberboard is La=2440, the height is Lb=1220, the seam width of the cement fiberboard is g, the cutting multiple of the board is n0, the number of the applied cement fiberboard with common specifications is n1, the thickness of a single concave-convex elevation module is e, the width is f, and the design formula of the elevation height h and the elevation width d of the board can be obtained:
h＝La/n0+g(n0-1)*n1+g(n1-1)； (1)
d＝(Lb/n0-e)*n0+g(n0-1)+g(n1-1)； (2)
wherein Lb/n0=e+f, f=xe (the value of x is set according to the facade effect)
The splicing modes of the plates can also cause differences of design methods, the plates are directly spliced by caulking glue, the width of a vertical face needs to be considered as the width of a gap, the incision splicing is negligible, d= (Lb/n 0-e) n0 is adopted in the incision splicing, the incision technology is complex, the plates are directly connected by using L-shaped keels, and the vertical distance between the L-shaped keels is 600mm;
step four: finally, considering that a wider gap G appears after the modules are stacked, the modular building elevation design needs to be covered by plates, so that the gap between the modules is G, the gap width of the cement fiberboard is G, the modular elevation design height H and the modular elevation design width D are obtained, and the general formula of the modular concave-convex elevation design method is obtained:
H＝h+G-g； (3)
D＝d+G-g。 (4)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202310918830.1A CN116927349A (en) | 2023-07-25 | 2023-07-25 | Concave-convex elevation module in modularized building and design method thereof |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202310918830.1A CN116927349A (en) | 2023-07-25 | 2023-07-25 | Concave-convex elevation module in modularized building and design method thereof |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN117669000A (en) * | 2023-12-20 | 2024-03-08 | 中建科工集团绿色科技有限公司 | Method, device, equipment and medium for generating diversified vertical surfaces of modularized building |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN117669000A (en) * | 2023-12-20 | 2024-03-08 | 中建科工集团绿色科技有限公司 | Method, device, equipment and medium for generating diversified vertical surfaces of modularized building |
| CN117669000B (en) * | 2023-12-20 | 2024-05-14 | 中建科工集团绿色科技有限公司 | Method, device, equipment and medium for generating diversified vertical surfaces of modularized building |
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