CN205399658U - Modular building - Google Patents
Modular building Download PDFInfo
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- CN205399658U CN205399658U CN201620161618.0U CN201620161618U CN205399658U CN 205399658 U CN205399658 U CN 205399658U CN 201620161618 U CN201620161618 U CN 201620161618U CN 205399658 U CN205399658 U CN 205399658U
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- 229910000831 Steel Inorganic materials 0.000 claims abstract description 205
- 239000010959 steel Substances 0.000 claims abstract description 205
- 239000004568 cement Substances 0.000 claims description 27
- 239000004576 sand Substances 0.000 claims description 27
- 230000007480 spreading Effects 0.000 claims description 4
- 239000011083 cement mortar Substances 0.000 abstract description 2
- 230000006872 improvement Effects 0.000 description 8
- 238000013461 design Methods 0.000 description 6
- 239000000463 material Substances 0.000 description 6
- 238000003466 welding Methods 0.000 description 6
- 238000009413 insulation Methods 0.000 description 5
- 238000000034 method Methods 0.000 description 5
- FJMNNXLGOUYVHO-UHFFFAOYSA-N aluminum zinc Chemical compound [Al].[Zn] FJMNNXLGOUYVHO-UHFFFAOYSA-N 0.000 description 3
- 238000010276 construction Methods 0.000 description 3
- 238000009434 installation Methods 0.000 description 3
- 238000012545 processing Methods 0.000 description 3
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 3
- 239000011248 coating agent Substances 0.000 description 2
- 238000000576 coating method Methods 0.000 description 2
- 238000005260 corrosion Methods 0.000 description 2
- 230000007797 corrosion Effects 0.000 description 2
- 230000008569 process Effects 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000008901 benefit Effects 0.000 description 1
- 150000001875 compounds Chemical class 0.000 description 1
- 238000000354 decomposition reaction Methods 0.000 description 1
- 238000005034 decoration Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000011490 mineral wool Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012856 packing Methods 0.000 description 1
- 229920002635 polyurethane Polymers 0.000 description 1
- 239000004814 polyurethane Substances 0.000 description 1
- 238000009417 prefabrication Methods 0.000 description 1
- 238000005303 weighing Methods 0.000 description 1
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- Load-Bearing And Curtain Walls (AREA)
Abstract
The utility model discloses a modular building, including the multi -storey building unit, every layer of building unit includes the wall body that comprises support chassis, support chassis includes a plurality of light steel wall frames and sets up the heavy steel side pipe in two adjacent light steel wall frame intersections, the top of heavy steel side pipe is equipped with the heavy steel side of perpendicular to pipe and connects a heavy steel supporting beam who manages two adjacent heavy steel sides, be equipped with a plurality of light steel bracket of evenly laying on the heavy steel supporting beam of lower floor between the upper and lower adjacent two -layer building unit, light steel bracket upper berth is equipped with light steel corrugated sheet, and light steel corrugated sheet upper berth is equipped with the cement mortar layer, top layer building unit's top is equipped with the shingle. The utility model discloses a combination of heavy steel and light steel has improved modular building's bearing capacity, simultaneously, it need not to add the support post at building interior, has saved the usable floor area of building.
Description
Technical field
This utility model relates to building field, particularly relates to a kind of modular architectural.
Background technology
Modular architectural is increasingly widely used, because it makes simple, and convenient transportation, quick for installation, it is possible to be reused and be widely used.Existing modular architectural adopts the combination of complete light steel, and its bearing capacity is limited, in order to improve bearing capacity in the modular architectural of multilamellar, generally arranges column in indoor, it has impact on the usable floor area of the interior space；Existing modular architectural also adopts the compound mode of a kind of full weight steel, adopts full welding manner to be attached between its heavy steel and weight steel；It is not easy to dismounting, easily gets rusty in commissure simultaneously, it is impossible to ensure the bearing capacity that modular architectural is stable.
Summary of the invention
For the weak point existed in the problems referred to above, this utility model provides a kind of modular architectural.
For achieving the above object, this utility model provides a kind of modular architectural, and its structure includes: tier building unit；
Every layer of described building unit includes the body of wall being made up of support frame；Described support frame includes multiple light steel metope framework and is arranged on the heavy steel square tube of adjacent two light steel metope framework intersections；The top of described heavy steel square tube is provided with and is perpendicular to weight steel square tube and connects the heavy bracing members beam of adjacent two weight steel square tubes；
It is provided with the multiple light steel bracket that uniform spreading is located on lower floor's weight bracing members beam between neighbouring two-layer building unit, described light steel bracket is equipped with light steel corrugated sheet, described light steel corrugated sheet is equipped with cement sand bed；
The top of top building unit is provided with roofing board.
As further improvement of the utility model, described light steel metope framework includes one or more module group, described module group includes one or more modular unit, described modular unit includes the square structure and the second Os Draconis that are surrounded by many first Os Draconis, and described second Os Draconis are arranged on the diagonal of square structure.
As further improvement of the utility model, in described module group, adjacent two modular units share first Os Draconis, and the second Os Draconis of adjacent modular units intersect setting.
As further improvement of the utility model, the width of the width of described heavy bracing members beam, heavily steel square tube is all identical with the width of light steel metope framework；Described heavy bracing members beam is bolted by two C-type steel and forms " work " type structure, is attached by L-type connector between described heavy bracing members beam and weight steel square tube.
As further improvement of the utility model, the upper and lower corresponding setting of heavy steel square tube of adjacent two layers building unit and fixing connection.
As further improvement of the utility model, the spacing between adjacent two described light steel brackets is 300-600mm.
As further improvement of the utility model, being provided with two-way steel grid in described cement sand bed, the thickness of described cement sand bed is 35 ~ 45mm.
As further improvement of the utility model, modular architectural all adopt bolt or screw are fixedly connected between each structure.
Compared with prior art, the beneficial effects of the utility model are:
The disclosed a kind of modular architectural of this utility model, adopts the combination with weight bracing members beam of the heavy steel square tube as the framework support of non-detachable mold massing building, is provided with light steel wall face supporting in the framework that weight steel square tube and weight bracing members beam surround；This utility model improves the bearing capacity of modular architectural by the combination of weight steel with light steel；Meanwhile, it is without at building interior extension supporting column, saving the usable floor area of building；
Light steel metope framework in modular architectural described in the utility model, the connection between weight steel square tube and weight bracing members beam all adopt bolt or screw to be attached, and omnidistance installation does not adopt welding；Avoid the problem that corrosion occurs in commissure, it is ensured that the bearing capacity that modular architectural is stable, simultaneously facilitate and remove and install；By setting the consistent heavy bracing members beam of width, weight steel square tube and light steel metope framework, it is ensured that the consistency of thickness of body of wall, bearing capacity is identical；
Realize weight steel square tube and the connection of weight bracing members beam by arranging L-type connector, solve the existing problem that support beam strength is inadequate, support force is poor；
By being provided with two-way steel grid in cement sand bed, improve the bearing capacity of cement sand bed, be conducive to alleviating the thickness of cement sand bed.
Accompanying drawing explanation
Fig. 1 is the structure chart of modular architectural disclosed in a kind of embodiment of this utility model；
Fig. 2 is the enlarged drawing of A in Fig. 1；
Fig. 3 is the structure chart of the disclosed light steel metope framework decomposition of a kind of embodiment of this utility model；
Fig. 4 is the structure chart that a kind of embodiment of this utility model disclosed weight steel square tube is connected with weight bracing members beam；
Fig. 5 is the structure chart of two-way steel grid disclosed in a kind of embodiment of this utility model.
In figure: 1, building unit；2, light steel metope framework；3, module group；4, modular unit；4-1, the first Os Draconis；4-2, the second Os Draconis；5, weight steel square tube；6, weight bracing members beam；7, light steel bracket；8, light steel corrugated sheet；9, cement sand bed；10, L-type connector；11, roofing board.
Detailed description of the invention
For making the purpose of this utility model embodiment, technical scheme and advantage clearly, below in conjunction with the accompanying drawing in this utility model embodiment, technical scheme in this utility model embodiment is clearly and completely described, obviously, described embodiment is a part of embodiment of the present utility model, rather than whole embodiments.Based on the embodiment in this utility model, the every other embodiment that those of ordinary skill in the art obtain under the premise not making creative work, broadly fall into the scope of this utility model protection.
This utility model provides a kind of modular architectural, and its structure includes: tier building unit；
Every layer of building unit includes the body of wall being made up of support frame；Support frame includes multiple light steel metope framework and is arranged on the heavy steel square tube of adjacent two light steel metope framework intersections；The top of weight steel square tube is provided with and is perpendicular to weight steel square tube and connects the heavy bracing members beam of adjacent two weight steel square tubes；
It is provided with the multiple light steel bracket that uniform spreading is located on lower floor's weight bracing members beam between neighbouring two-layer building unit, light steel bracket is equipped with light steel corrugated sheet, light steel corrugated sheet is equipped with cement sand bed；
The top of top building unit is provided with roofing board.
Further, light steel metope framework includes one or more module group, and module group includes one or more modular unit, and modular unit includes the square structure and the second Os Draconis that are surrounded by many first Os Draconis, and the second Os Draconis are arranged on the diagonal of square structure.
Further, in module group, adjacent two modular units share first Os Draconis, and the second Os Draconis of adjacent modular units intersect setting.
Further, the width weighing the width of bracing members beam, heavily steel square tube is all identical with the width of light steel metope framework；Weight bracing members beam is bolted by two C-type steel and forms " work " type structure, is attached by L-type connector between weight bracing members beam and weight steel square tube.
Further, the upper and lower corresponding setting of heavy steel square tube of adjacent two layers building unit and fixing connect.
Further, the spacing between adjacent two light steel brackets is 300-600mm.
Further, being provided with two-way steel grid in cement sand bed, the thickness of cement sand bed is 35 ~ 45mm.
Further, modular architectural all adopt bolt or screw are fixedly connected between each structure.
Below in conjunction with accompanying drawing, this utility model is described in further detail:
Embodiment 1: as Figure 1-5, the utility model discloses a kind of modular architectural, including the building unit 1 of multilamellar stacked on top；Every layer of building unit 1 includes the body of wall being made up of support frame；Support frame includes multiple light steel metope framework 2, be arranged on the weight steel square tube 5 of adjacent two light steel metope framework 2 intersections, be fixed on outside light steel metope framework 2 and the wallboard of inner side and the intermediate layer that is filled in light steel metope framework 2, it may be assumed that be filled in the intermediate layer between side sheet and side lining.Wherein: the heavy steel square tube of adjacent two layers building unit can use same weight steel square tube, the height that height is modular architectural of this heavy steel square tube；The heavy steel square tube of adjacent two layers building unit can use independent heavy steel square tube, this upper and lower corresponding setting of heavy steel square tube and fixing connection at every layer of building unit；If adjacent two layers building unit uses same weight steel square tube, the then designing requirement according to every layer of building unit, it is provided with in the position of corresponding weight steel square tube and is perpendicular to weight steel square tube and connects the weight bracing members beam 6 of adjacent two weight steel square tubes；Than setting up the building unit being shaped as square if necessary, then it is provided with four vertical heavy steel square tubes in four metope intersections of square, height according to building unit, is provided with four in weight steel square tube corresponding height and is perpendicular to weight steel square tube and connects the weight bracing members beam 6 of adjacent two weight steel square tubes；If the heavy steel square tube that the use of adjacent two layers building unit is independent, then it is provided with at the top of the weight steel square tube of every layer of building unit and is perpendicular to weight steel square tube and connects the weight bracing members beam 6 of adjacent two weight steel square tubes.Weight bracing members beam 6 is bolted back-to-back by two C-type steel and forms " work " type structure, weight bracing members beam 6 is fixedly mounted in weight steel square tube 5 by L-type connector 10 and bolt, realize weight steel square tube and the connection of weight bracing members beam by arranging L-type connector 10, solve the existing problem that support beam strength is inadequate, support force is poor.
The disclosed light steel metope framework 2 of this utility model is arranged in the framework that weight steel square tube 5 and weight bracing members beam 6 surround, and it includes one or more module group 3, mutually installs and form the light steel metope framework 2 reserving door and window or other structure between multiple module groups 3；Module group 3 includes one or more modular unit 4；Modular unit 4 includes the square structure and the second Os Draconis 4-2 that are surrounded by many first Os Draconis 4-1, and the second Os Draconis 4-2 is arranged on the diagonal of square structure.Wherein, the first Os Draconis 4-1 and the second Os Draconis 4-2 of comprising modules unit 4 are C type structure, its material is light steel matter, can be selected for the standard that high intensity aluminum zinc strip steel, the length of the first Os Draconis 4-1 and the second Os Draconis 4-2 and thickness designs according to building unit and carries out producing and processing in factory.Connected by screw between first Os Draconis 4-1 and the second Os Draconis 4-2 and form modular unit 4, simultaneously need between the modular unit connected, be attached each through bolt or screw between module group, at the scene the first Os Draconis 4-1 and the second Os Draconis 4-2 can be assembled into required light steel metope framework 2；During assembling, in module group 3, adjacent two modular units share a first Os Draconis 4-1, and the second Os Draconis 4-2 of adjacent modular units intersects setting；Whole assembling process is without welding；
The width of weight bracing members beam 6 disclosed in this utility model, weight steel square tube 5 width all identical with the width of light steel metope framework 2；By setting the consistent weight bracing members beam 6 of width, weight steel square tube 5 and light steel metope framework 2, it is ensured that the consistency of thickness of body of wall, bearing capacity is identical；Between weight bracing members beam 6 during assembling, weight steel square tube 5 and light steel metope framework 2 be connected by bolt or screw is attached, whole assembling process is without welding；
Weight steel square tube 5 and light steel metope framework 2 in this utility model bottom building unit are fixed on ground；Being provided with the light steel bracket 7 that uniform spreading is located on lower floor's weight bracing members beam 6 between adjacent two layers building unit 1, light steel bracket 7 is C type structure, and its material is light steel matter, can be selected for high intensity aluminum zinc strip steel；The standard that the length of light steel bracket 7 and thickness design according to building unit carries out producing and processing in factory.The requirement that the laying distance of light steel bracket 7 designs according to building unit is calculated, and the distance range of its control is 300-600mm；
Being equipped with light steel corrugated sheet 8 on light steel bracket 7, light steel corrugated sheet 8 is corrugated, and its material is light steel matter, can be selected for high intensity aluminum zinc strip steel；The standard that the bellows-shaped of light steel corrugated sheet 8 and thickness design according to building unit carries out producing and processing in factory；
Being equipped with two-way steel grid on light steel corrugated sheet 8, built cement sand bed 9 on two-way steel grid, the thickness of cement sand bed is 35 ~ 45mm；By arranging two-way steel grid, improve the bearing capacity of cement sand bed, be conducive to alleviating the thickness of cement sand bed.
The top of top building unit is provided with roofing board 11, and roofing board selects light steel matter；Meanwhile, in order to ensure the bearing capacity of top building unit, it is possible to be also equipped with light steel bracket 7, light steel corrugated sheet 8 and cement sand bed successively at the top of top building unit.In order to improve the insulation of modular architectural, water resistance, this utility model can be sequentially provided with thermal insulation layer and waterproof layer on roofing board；
After said frame structure building completes disclosed in this utility model, carry out frame structure decoration construction outwardly and inwardly；Wherein, outside in frame structure is installed thermal insulation board or metallic plate, and carries out outer wall coating；Internally installed plasterboard or other sheet material at modular architectural carry out upholstery；It is filled with the intermediate layer of polyurethane, mineral wool or other packing material in by light steel metope framework 2；Meanwhile, in light steel metope framework 2, it is provided with the through hole for wearing electric wire or water pipe.
Embodiment 2: the invention also discloses the method for construction of a kind of modular architectural, the structure of modular architectural includes tier building unit, and the method includes:
S101: assemble the multiple light steel metope framework needed for every layer of building unit according to the requirement of the outward appearance of modular architectural design and mechanical property, select to build the quantity of the module group needed for light steel metope framework, the quantity of modular unit in module group, first Os Draconis, bicarinate quantity and size in modular unit, the quantity of weight steel square tube and size, the quantity of weight bracing members beam and size, the quantity of light steel bracket and size, the quantity of light steel corrugated sheet and size；First Os Draconis, the second Os Draconis, weight steel square tube, weight bracing members beam, light steel bracket and light steel corrugated sheet carry out Prefabrication in factory and carry out welding assembling at the construction field (site)；
The method wherein assembling the multiple light steel metope framework needed for every layer of building unit is:
First Os Draconis and the second Os Draconis are assembled multiple modular units by bolt or screw；
Multiple module groups will be assembled by bolt or screw between adjacent modular units；
Required light steel metope framework will be assembled by bolt or screw between adjacent block group.
S102, choose smooth ground, according to the requirement of modular architectural design, multiple heavy steel square tubes are fixed on described ground, the multiple light steel metope framework needed for bottom building unit are fixed on ground and between adjacent heavy steel square tube；That is: the light steel metope framework of the bottom is arranged between adjacent heavy steel square tube, and the light steel metope framework that will be close to ground is fixed on ground by bolt or screw, will be close to the light steel metope framework of weight steel square tube and by bolt or be bolted in weight steel square tube.
S103, be mounted perpendicular at the top of light steel metope framework weight steel square tube and connect adjacent two weight steel square tubes heavy bracing members beams；Weight bracing members beam is attached by the light steel metope framework of bolt or screw and next-door neighbour；Wherein the width of the width of heavy bracing members beam, heavily steel square tube is all identical with the width of light steel metope framework；Weight bracing members beam is bolted by two C-type steel and forms " work " type structure, is connected by L-type connector between weight bracing members beam with weight steel square tube.
S104, uniformly laying multiple light steel brackets on weight bracing members beam, the spacing that adjacent two light steel brackets are laid is 300-600mm, lays light steel corrugated sheet on light steel bracket.
S105, on light steel corrugated sheet lay two-way steel grid, in two-way steel grid joints cement mortar formed cement sand bed, the thickness of cement sand bed is 35 ~ 45mm；Complete the structure of bottom building unit.
S106, on the cement sand bed of bottom building unit, the multiple light steel metope framework needed for second layer building unit is fixed on the cement sand bed of bottom building unit and between adjacent heavy steel square tube；
S107, repetition S103 ~ S105, complete the structure of second layer building unit；
S108, repetition S106 ~ S107, be sequentially completed the third layer structure to time top building unit；
S109, on the cement sand bed of secondary top building unit, the multiple light steel metope framework needed for top building unit is fixed on the cement sand bed of time top building unit and between adjacent heavy steel square tube；It is mounted perpendicular to weight steel square tube at the top of light steel metope framework and connects the heavy bracing members beam of adjacent two weight steel square tubes, weight bracing members beam installing roofing board, roofing board is equipped with thermal insulation layer and waterproof layer successively, completes the structure of top building unit.
Outside and the inner side of every layer of building unit are decorated after completing by S110, all building units, complete the integral constructing of modular architectural, and wherein, outside at building unit is installed thermal insulation board or metallic plate, and carry out outer wall coating；Internally installed plasterboard or other sheet material at building unit carry out upholstery；It is filled with intermediate layer in by light steel metope framework；Meanwhile, in light steel metope framework, the through hole for wearing electric wire or water pipe is offered.
Further, modular architectural all adopt bolt or screw are fixedly connected between each structure.
The disclosed a kind of modular architectural of this utility model, adopts the combination with weight bracing members beam of the heavy steel square tube as the framework support of non-detachable mold massing building, is provided with light steel wall face supporting in the framework that weight steel square tube and weight bracing members beam surround；This utility model improves the bearing capacity of modular architectural by the combination of weight steel with light steel；Meanwhile, it is without at building interior extension supporting column, saving the usable floor area of building；In this utility model modularity, the connection between light steel metope framework, weight steel square tube and weight bracing members beam all adopts bolt or screw to be attached, and omnidistance installation does not adopt welding；Avoid the problem that corrosion occurs in commissure, it is ensured that the bearing capacity that modular architectural is stable, simultaneously facilitate and remove and install；By setting the consistent heavy bracing members beam of width, weight steel square tube and light steel metope framework, it is ensured that the consistency of thickness of body of wall, bearing capacity is identical；Realize weight steel square tube and the connection of weight bracing members beam by arranging L-type connector, solve the existing problem that support beam strength is inadequate, support force is poor；By being provided with two-way steel grid in cement sand bed, improve the bearing capacity of cement sand bed, be conducive to alleviating the thickness of cement sand bed.
These are only preferred embodiment of the present utility model, be not limited to this utility model, for a person skilled in the art, this utility model can have various modifications and variations.All within spirit of the present utility model and principle, any amendment of making, equivalent replacement, improvement etc., should be included within protection domain of the present utility model.
Claims (8)
1. a modular architectural, it is characterised in that its structure includes: tier building unit (1)；
Every layer of described building unit (1) includes the body of wall being made up of support frame；Described support frame includes multiple light steel metope framework (2) and is arranged on the heavy steel square tube (5) of adjacent two light steel metope framework (2) intersections；The top of described heavy steel square tube (5) is provided with and is perpendicular to weight steel square tube (5) and connects the heavy bracing members beam (6) of adjacent two weights steel square tube (5)；
It is provided with the multiple light steel bracket (7) that uniform spreading is located on lower floor's weight bracing members beam between neighbouring two-layer building unit, described light steel bracket (7) is equipped with light steel corrugated sheet (8), described light steel corrugated sheet (8) is equipped with cement sand bed (9)；
The top of top building unit is provided with roofing board (11).
2. modular architectural as claimed in claim 1, it is characterized in that, described light steel metope framework (2) includes one or more module group (3), described module group (3) includes one or more modular unit (4), described modular unit (4) includes the square structure and the second Os Draconis (4-2) that are surrounded by many first Os Draconis (4-1), and described second Os Draconis (4-2) are arranged on the diagonal of square structure.
3. modular architectural as claimed in claim 2, it is characterised in that in described module group (3), adjacent two modular units share first Os Draconis (4-1), and second Os Draconis (4-2) of adjacent two modular units intersect setting.
4. modular architectural as claimed in claim 1, it is characterised in that the width of described heavy bracing members beam (6), the heavily width of steel square tube (5) are all identical with the width of light steel metope framework (2)；Described heavy bracing members beam (6) is bolted by two C-type steel and forms " work " type structure, is connected by L-type connector (10) between described heavy bracing members beam (6) with weight steel square tube (5).
5. modular architectural as claimed in claim 1, it is characterised in that the heavy upper and lower corresponding setting of steel square tube (5) of adjacent two layers building unit and fixing connection.
6. modular architectural as claimed in claim 1, it is characterised in that the spacing between adjacent two described light steel brackets (7) is 300-600mm.
7. modular architectural as claimed in claim 1, it is characterised in that being provided with two-way steel grid in described cement sand bed (9), the thickness of described cement sand bed is 35 ~ 45mm.
8. modular architectural as claimed in claim 1, it is characterised in that all adopt bolt or screw to be fixedly connected in modular architectural between each structure.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620161618.0U CN205399658U (en) | 2016-03-03 | 2016-03-03 | Modular building |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620161618.0U CN205399658U (en) | 2016-03-03 | 2016-03-03 | Modular building |
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| CN205399658U true CN205399658U (en) | 2016-07-27 |
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| CN201620161618.0U Expired - Fee Related CN205399658U (en) | 2016-03-03 | 2016-03-03 | Modular building |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105888057A (en) * | 2016-03-03 | 2016-08-24 | 江苏新思路投资有限公司 | Modularized building |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105888057A (en) * | 2016-03-03 | 2016-08-24 | 江苏新思路投资有限公司 | Modularized building |
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Granted publication date: 20160727 |