CN205776778U - The integrated morphology of modular architectural - Google Patents
The integrated morphology of modular architectural Download PDFInfo
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- CN205776778U CN205776778U CN201620437250.6U CN201620437250U CN205776778U CN 205776778 U CN205776778 U CN 205776778U CN 201620437250 U CN201620437250 U CN 201620437250U CN 205776778 U CN205776778 U CN 205776778U
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- girder
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Abstract
This utility model provides the integrated morphology of a kind of modular architectural, including: principal post (1), girder (2), corner fittings (3), described principal post (1) is vertical load mechanism, girder (2) is horizontal direction load mechanism, can pass through corner fittings (3) and be fastenedly connected between adjacent girder (2) and principal post (1), between girder (2) and girder (2) and between principal post (1) and principal post (1);Wherein, every four principal posts (1) form the load-carrying construction matrix of a modular architectural unit with corresponding eight girders (2), and eight corner positions of each load-carrying construction matrix are welded with corner fittings (3).Integrated morphology of the present utility model is applicable to being applied in combination of multiple modular architectural unit, the load-carrying construction of the multiple modular architectural unit after combination forms a unified stress system, and in-site installation is easy, produces industrialization degree high, effectively shorten construction period, reduce building cost.
Description
Technical field
This utility model relates to modular architectural, in particular it relates to the integrated morphology of a kind of modular architectural.
Background technology
Container is a kind of large-scale loading specializing in turnover transport use with some strength, rigidity and specification requirement
Container, the receiving space being had due to internal container so that people start to consider to be applied in modular architectural.Logical
Cross the transformation to container, or make brand-new module, define and be suitable to people's inhabitation, and be easily assembled to the modernization mould of transport
Massing is built, and because its construction duration is short, it is easy to transform and move, thus has gradually entered into the sight line of people.
Current modular architectural unit, often uses sea-freight standard, is directly transformed by container, and by scene
Assembling formed target structures thing.But there is short slab on storey height design in traditional building with container as matrix, along with
The increase of floor, the load that bottom modular architectural unit is born the most constantly increases, the master of general 6 layers of modular architectural unit
The pressure wanting spandrel girder, post and bindiny mechanism to be born just has reached more than 1600N.The most traditional modular architectural unit
Load-carrying construction be difficult to meet the requirement of multi-rise building.
The utility model proposes a kind of integrated morphology being applied to modular architectural;By coupled columns beam, bindiny mechanism
And the improvement of metope structure so that weight capacity and the stability of modular architectural are greatly improved.
Utility model content
For defect of the prior art, the purpose of this utility model is to provide the integrated morphology of a kind of modular architectural.
The integrated morphology of the modular architectural according to this utility model offer, including: principal post, girder, corner fittings, described principal post
For vertical load mechanism, girder is horizontal direction load mechanism, between adjacent girder and principal post, adjacent girder and master
Between beam, can be fastenedly connected by corner fittings.
Preferably, every four principal posts form the load-carrying construction base of a modular architectural unit with corresponding eight girders
Body, eight corner positions of each load-carrying construction matrix are welded with corner fittings;The load-carrying construction of different modular architectural unit
Can be fastenedly connected by corner fittings between matrix, i.e. the principal post of the load-carrying construction matrix of adjacent modular building unit and principal post it
Between be fastenedly connected by corner fittings;Corner fittings is passed through tight between girder and the girder of the load-carrying construction matrix of adjacent modular building unit
It is solidly connected.
Preferably, described load-carrying construction matrix also includes: secondary beam, described secondary beam be positioned at load-carrying construction matrix end face or
In bottom surface, the two ends of secondary beam are fastenedly connected with the bindiny mechanism welded on girder by the bindiny mechanism of welding.
Preferably, described load-carrying construction matrix also includes: secondary post, and described post is positioned at the side of load-carrying construction matrix,
The two ends of secondary post are fastenedly connected with the bindiny mechanism welded on girder by the bindiny mechanism of welding on time post.
Preferably, it is fastenedly connected by corner fittings between multiple load-carrying construction matrixes, collectively forms an overall multilayer film
Massing architectural structure system;Wherein it is positioned at the principal post diameter of low layer load-carrying construction matrix more than being positioned at high-rise load-carrying construction matrix
Principal post diameter.
Preferably, described multi-layered modular building structure also includes: horizontal girder, described horizontal girder be arranged on certain or
In the plane that multiple load-carrying construction matrixes are constituted.
Preferably, described multi-layered modular building structure also includes: vertical girder and/or shear wall, described vertical girder
And/or shear wall is arranged in certain or the plane of multiple load-carrying construction matrix composition.
Compared with prior art, this utility model has a following beneficial effect:
1, the integrated morphology of the modular architectural that this utility model provides can be incorporated into traditional modular architectural unit
Inside, in-site installation is easy, produces industrialization degree high, effectively shortens construction period, reduces building cost.
2, the integrated morphology of the modular architectural that this utility model provides not only has good crushing resistance and stability, and
Possesses bindiny mechanism easily, it is adaptable to being applied in combination of multiple modular architectural unit, the multiple modular architecturals after combination
The load-carrying construction of unit forms an integral structural system.
3, the integrated morphology of the modular architectural that this utility model provides, additionally it is possible to promote building by arranging horizontal girder
Overall horizontal rigidity, promotes, by arranging shear wall or vertical girder, the bending resistance shearing strength that building is overall.
Accompanying drawing explanation
The detailed description with reference to the following drawings, non-limiting example made by reading, other spy of the present utility model
Levy, purpose and advantage will become more apparent upon:
Fig. 1 is the perspective view of modular architectural unit;
Fig. 2 is the top view of modular architectural unit;
Fig. 3 is perspective view and the top view of correspondence of same layer multiple modular architectural unit;
Fig. 4 is the three-dimensional view of the integrated morphology of multiple modular architectural;
Fig. 5 is the perspective view of large-scale compound die massing building;
In figure:
1-principal post;
2-girder;
201-secondary beam;
3-corner fittings;
4-bindiny mechanism;
The horizontal girder of 5-;
The vertical girder of 6-;
7-Core Walls Structure.
Detailed description of the invention
Below in conjunction with specific embodiment, this utility model is described in detail.Following example will assist in this area
Technical staff is further appreciated by this utility model, but limits this utility model the most in any form.It should be pointed out that, to ability
For the those of ordinary skill in territory, without departing from the concept of the premise utility, it is also possible to make some changes and improvements.
These broadly fall into protection domain of the present utility model.
The integrated morphology of the modular architectural according to this utility model offer, including: principal post 1, girder 2, corner fittings 3, described
Principal post 1 is vertical load mechanism, and girder 2 is horizontal direction load mechanism, between adjacent girder 2 and principal post 1, girder 2
And can be fastenedly connected by corner fittings 3 between girder 2 and between principal post 1 and principal post 1;Wherein, every four principal posts 1 are with corresponding
Eight girders 2 form the load-carrying construction matrix of a modular architectural unit, eight drift angle positions of each load-carrying construction matrix
Put and be all welded with corner fittings 3.
Described load-carrying construction matrix also includes: secondary beam 201, described secondary beam 201 be positioned at load-carrying construction matrix end face or
In bottom surface, the two ends of secondary beam 201 are fastenedly connected with the bindiny mechanism 4 welded on girder 2 by being welded to connect mechanism 4.
Described load-carrying construction matrix also includes: secondary post, and described post is positioned at the side of load-carrying construction matrix, the two of secondary post
End is fastenedly connected with the bindiny mechanism 4 welded on girder 2 by being welded to connect mechanism 4.
It is fastenedly connected by corner fittings between multiple load-carrying construction matrixes, collectively forms a compound multi-layered modular building
Structure;Wherein it is positioned at the principal post diameter of low layer load-carrying construction matrix more than the principal post diameter being positioned at high-rise load-carrying construction matrix.
Described multi-layered modular building structure also includes: horizontal girder 5, described horizontal girder 5 be incorporated into certain or multiple
In the plane of modular architectural matrix.
Described multi-layered modular building structure also includes: vertical girder 6, described vertical girder 6 be incorporated into certain or multiple
In the plane of modular architectural matrix.
Specifically, the load-carrying members of modular architectural are integrated with building unit, such as by post, beam, shear wall or
The load-carrying members such as diagonal brace integrate the prefabricated industrialized production advantage that can greatly play modular architectural with building unit.Integrate
Spending the highest then work on the spot the fewest, in-site installation speed is the fastest.Typical modular building unit typically has four vertical posts to make
For a structure vertical load weight body bitt net part;The beam of eight levels is as the wall frame of modular architectural unit, building
Outside the supporting member of plate, (can also such as bear horizontal loading as the horizontal force component participation work of total system
The moment of flexure of lower generation.The transverse shearing force that transmission seismic wave produces is to post net etc.).The cross section of the post beam of modular architectural unit
Size all can require to arrange according to the Force Calculation of total system, typically has no effect on the interior of modular architectural unit
Space, portion, can meet integrally-built force request the most substantially.The post beam in modular architectural unit corner and adjacent
Modular architectural unit between connected by eight corner fittings fixing.Additionally, can also in the six of modular architectural unit faces
Post beam is set, corner fittings connection between these additional post beams can also be set up if desired.
Further, on the premise of meeting plane figure requirement, even vertical girder 6 can also be incorporated into body of wall
Within (body of wall in arrange oblique loading component), or within shear wall system is incorporated into body of wall.Overall in order to increase house
Horizontal rigidity can also be incorporated into the rack of horizontal direction or girder among ground or roof board system.
Under many high-rise operating modes, the general framed-tube structure system using frame-shear wall or having Core Walls Structure.But no matter which kind of
System, superstructure is all by post, shear wall, beam, Core Walls Structure 7, vertical shearing resistance/curved girder, strengthens the water of horizontal rigidity/antitorque
Flat girder 5 primary structure member such as grade or establishment are constituted.Structural system after integrating can be divided into following components:
Post: be primarily subjected to vertical vertical load, by house and interior quiet, dynamic load is transferred to basis;
Post includes: principal post 1 and time post, and the end face of principal post 1 connection mode massing building and four angles of bottom surface are the most sturdy;
Secondary post typically should be hidden in module wall, is used for supporting the weight such as top partition or equipment component.Adjacent levels modularity is built
It is connected by corner fittings 3 between the post built and post.
Beam: be primarily subjected to the load of horizontal direction, and dynamic by modular architectural unit, dead load be transferred to post net or
Shear wall;
Beam includes: girder 2 and secondary beam 201, and girder 2 constitutes the framework of end face and bottom surface, and secondary beam 201 is hidden in ground or room
In face.Connected by corner fittings 3 with between the Liang Yuliang of layer modular architectural unit.
Corner fittings 3 includes: Zhu Zhu bindiny mechanism, and Liang Liang bindiny mechanism and post beam combine bindiny mechanism.
Corner fittings 3 is that integrated morphology is incorporated into the key in modular architectural unit, only could be by single by corner fittings 3
Primary structure member is combined into a local or complete stress system.
No matter which kind of connects operating mode, generally individually by special corner fittings 3 as connector, on the most all of post/beam
All being welded with the corner fittings 3 for connecting, the composition that then coupled together by the corner fittings 3 between adjacent modular building unit is overall.
Wherein, it is fastenedly connected by bolt or other connectors between corner fittings and corner fittings.
The load-carrying construction system of multiple modular architectural unit connected when combination in level to insufficient rigidity or globality
Time strong, promote, by increasing horizontal girder 5, the horizontal rigidity that building is overall, described horizontal girder 5 be incorporated into certain or multiple
In the plane of modular architectural unit.
The frame system that the post beam of load-carrying construction system of the multiple modular architectural unit connected when combination is formed is not
When being enough to bear external loads, by the shear wall or vertical girder 6 increasing shearing resistance/bending resistance promote building overall bear energy
Power, described shear wall and vertical girder 6 are all incorporated in certain or the plane of multiple modular architectural unit.
Above specific embodiment of the utility model is described.It is to be appreciated that this utility model not office
Being limited to above-mentioned particular implementation, those skilled in the art can make a variety of changes within the scope of the claims or revise,
This has no effect on flesh and blood of the present utility model.Spy in the case of not conflicting, in embodiments herein and embodiment
Levy and can arbitrarily be mutually combined.
Claims (6)
1. the integrated morphology of a modular architectural, it is characterised in that including: principal post (1), girder (2), corner fittings (3), described master
Post (1) is vertical load mechanism, and girder (2) is horizontal direction load mechanism, between adjacent girder (2) and principal post (1),
Between adjacent girder (2) and girder (2), corner fittings (3) can be passed through it is fastenedly connected;Every four principal posts (1) with corresponding eight
The load-carrying construction matrix of girder (2) one modular architectural unit of composition, eight corner positions of each load-carrying construction matrix
It is welded with corner fittings (3);Corner fittings (3) can be passed through between the load-carrying construction matrix of different modular architectural unit be fastenedly connected,
I.e. it is fastenedly connected by corner fittings (3) between principal post (1) and the principal post (1) of the load-carrying construction matrix of adjacent modular building unit;
It is fastenedly connected by corner fittings (3) between girder (2) and the girder (2) of the load-carrying construction matrix of adjacent modular building unit.
The integrated morphology of modular architectural the most according to claim 1, it is characterised in that described load-carrying construction matrix also wraps
Including: secondary beam (201), described secondary beam (201) is positioned at end face or the bottom surface of load-carrying construction matrix, and the two ends of secondary beam (201) lead to
The bindiny mechanism (4) crossing welding is fastenedly connected with the bindiny mechanism (4) welded on girder (2).
The integrated morphology of modular architectural the most according to claim 1, it is characterised in that described load-carrying construction matrix also wraps
Including: secondary post, described post is positioned at the side of load-carrying construction matrix, and the two ends of secondary post are by the bindiny mechanism of welding on time post
(4) it is fastenedly connected with the bindiny mechanism (4) welded on girder (2).
The integrated morphology of modular architectural the most according to claim 1, it is characterised in that between multiple load-carrying construction matrixes
It is fastenedly connected by corner fittings (3), collectively forms an overall multi-layered modular architectural structure system;Wherein it is positioned at low layer load
The principal post diameter of structural matrix is more than the principal post diameter being positioned at high-rise load-carrying construction matrix.
The integrated morphology of modular architectural the most according to claim 4, it is characterised in that described multi-layered modular building knot
Structure also includes: horizontal girder (5), and described horizontal girder (5) is arranged in certain or the plane of multiple load-carrying construction matrix composition.
The integrated morphology of modular architectural the most according to claim 4, it is characterised in that described multi-layered modular building knot
Structure also includes: vertical girder (6) and/or shear wall, and described vertical girder (6) and/or shear wall are arranged on certain or multiple hold
In the plane that power structural matrix is constituted.
Priority Applications (1)
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CN201620437250.6U CN205776778U (en) | 2016-05-13 | 2016-05-13 | The integrated morphology of modular architectural |
Applications Claiming Priority (1)
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CN201620437250.6U CN205776778U (en) | 2016-05-13 | 2016-05-13 | The integrated morphology of modular architectural |
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Publication Number | Publication Date |
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CN205776778U true CN205776778U (en) | 2016-12-07 |
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CN (1) | CN205776778U (en) |
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Legal Events
Date | Code | Title | Description |
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C14 | Grant of patent or utility model | ||
GR01 | Patent grant | ||
TR01 | Transfer of patent right |
Effective date of registration: 20191014 Address after: 201101 room 103, No.101, Lane 2000, Gudai Road, Minhang District, Shanghai Patentee after: Sun Shu Feng Address before: 200235, Huating Town, Shanghai, Jiading District cream Bamboo Road No. 2, 1050, 2 Patentee before: SHANGHAI MOOU INDUSTRIAL CO., LTD. |
|
TR01 | Transfer of patent right |