CN108867870A - Six columns support light-gauge steel section modular architectural structural system and its method for processing and assembling - Google Patents
Six columns support light-gauge steel section modular architectural structural system and its method for processing and assembling Download PDFInfo
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- CN108867870A CN108867870A CN201811025306.7A CN201811025306A CN108867870A CN 108867870 A CN108867870 A CN 108867870A CN 201811025306 A CN201811025306 A CN 201811025306A CN 108867870 A CN108867870 A CN 108867870A
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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
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B1/2403—Connection details of the elongated load-supporting parts
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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
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B1/2403—Connection details of the elongated load-supporting parts
- E04B2001/2406—Connection nodes
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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
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B1/2403—Connection details of the elongated load-supporting parts
- E04B2001/2418—Details of bolting
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
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Abstract
The present invention relates to construction engineering technical fields, more particularly, to a kind of six columns support light-gauge steel section modular architectural structural system and its method for processing and assembling.Six column support light-gauge steel section modular architectural structural system include：Several modular units；It is attached between adjacent modular units by several standardization nodes；At least one modular unit has six column support constructions.The present invention can combine the advantages of corner post load-bearing module and wall load-bearing module well, avoid respective disadvantage.While reducing vertical supporting member section, the diversity of modular structure Spatial Coupling is remained well, limits it by continuous wall from arbitrarily punching, cancelling.Meanwhile modular unit would be even more beneficial in the industrialization production processing and the standard assemblied construction at scene of factory by connecting node between standardization light-gauge steel section beam column member section and standardized module.
Description
Technical field
The present invention relates to construction engineering technical fields, support light-gauge steel section modular architectural knot more particularly, to a kind of six columns
Structure system and its method for processing and assembling.
Background technique
Currently, the primary structure system of modular architectural is the light punching block block structure of thin-wall steel components composition.According to knot
The mode of structure load transmitting, construction module are broadly divided into two kinds：
(1) corner post load-bearing modular unit：This modular unit is supported mainly by side bar, corner post, vertical keel and filling wall
It is not subject to load, as shown in Figure 1, the corner post load-bearing modular unit includes decorative panel 11, corner post 12, side bar 13, punch filling
Wall 14 and non-bearing keel 15.
(2) wall load-bearing modular unit：The face support of this modular unit is only used for transporting and lift, and load mainly passes through length
Edge direction wall undertakes, as shown in Fig. 2, the wall load-bearing modular unit includes that decorative panel 11 plus punching for support fill 16 and of wall
Load bearing wall keel 17.
As it can be seen that corner post load-bearing modular unit may result in corner post section due to only four corner posts being leaned on to bear vertical load
It is larger, it is unfavorable for the compact utilization in space；Wall load-bearing modular unit causes wall that cannot appoint due to transmitting vertical load by wall
Meaning punches, even cancels, to obtain bigger wide open space, significantly limits the diversity of modular structure Spatial Coupling.
The information disclosed in the background technology section is intended only to deepen understanding of the general background technology to the present invention, and
It is not construed as recognizing or implying in any form that the information constitutes the prior art known to those skilled in the art.
Summary of the invention
The purpose of the present invention is to provide a kind of six columns support light-gauge steel section modular architectural structural system and its processing dresses
Method of completing the square, to solve the technical problems existing in the prior art.
To achieve the goals above, the present invention uses following technical scheme：
In a first aspect, the present invention provides a kind of six columns support light-gauge steel section modular architectural structural system comprising：It is several
A modular unit；
It is attached between adjacent modular units by several standardization nodes；
At least one modular unit has six column support constructions.
As a kind of further technical solution, modular unit is to connect the cuboid frame formed by beam, column component
Frame structure；Wherein, the quantity of column component is six, to constitute six column support constructions.
As a kind of further technical solution, column component includes：Four corner posts and two center pillars；
Four corner posts are vertically located at four angles rib position of modular unit respectively,
Two center pillars are respectively vertically in the middle part of two long sides of modular unit.
As a kind of further technical solution, the section of corner post is axisymmetric shape, including：
The first corner post plate, the second corner post plate and third corner post plate positioned at its symmetry axis side, the first corner post plate, second jiao
Column plate and third corner post plate successively vertically connect, and three is in bend towards the direction of corner post symmetry axis；
Fourth angle column plate, the 5th corner post plate and hexagon prism plate positioned at its symmetry axis other side, fourth angle column plate, the 5th
Corner post plate and hexagon prism plate successively vertically connect, and three is in bend towards the direction of corner post symmetry axis；
First corner post plate is vertical with fourth angle column plate to be connect.
As a kind of further technical solution, beam is divided into two groups, and the quantity of every group of beam is six；
Wherein one group of beam is successively connect with each column component in the top surface of modular unit；
Another group of beam is successively connect with each column component in the bottom surface of modular unit.
As a kind of further technical solution, the section of center pillar and girder steel is respectively c-type.
As a kind of further technical solution, standardizing node includes：For connecting the corner post of eight modular units
First node；
First node is divided into node section, interior joint part and lower node part；
Upper node section connects into cross-shaped configuration by four gusset plates；
Interior joint part connects into planarized structure by four gusset plates；
Lower node part connects into cross-shaped configuration by four gusset plates；
Upper node section and lower node part are set to the two sides of interior joint part in symmetry status；Upper node section it is each
A gusset plate is each perpendicular to each gusset plate of interior joint part；Each gusset plate of lower node part is each perpendicular to interior joint portion
The each gusset plate divided；
Wherein, a bolt connection pair is provided in the middle part of all gusset plates.
As a kind of further technical solution, standardizing node includes：For connecting the corner post of four modular units
Second node；
Second node is divided into plane node section and cross node section；
Plane node section connects into planarized structure by four gusset plates；
Cross node section connects into cross-shaped configuration by four gusset plates；
Each gusset plate of cross node section is each perpendicular to each gusset plate of plane node section；
Wherein, a bolt connection pair is provided in the middle part of all gusset plates.
As a kind of further technical solution, standardizing node includes：For connecting the corner post of two modular units
Third node；
Third node is divided into plane node section and T font node section；
Plane node section connects into planarized structure by two gusset plates；
T font node section connects into planarized structure by three gusset plates.
Each gusset plate of T font node section is each perpendicular to each gusset plate of plane node section；
Wherein, a bolt connection pair is provided in the middle part of all gusset plates.
As a kind of further technical solution, standardizing node includes：For connecting the center pillar of four modular units
Fourth node；
Fourth node includes：Upper node plate, middle part gusset plate and lower part gusset plate；
Upper node plate is vertically connected at the midline position of middle part gusset plate one side；
Lower part gusset plate is vertically connected at the midline position of middle part gusset plate another side；
Upper node plate and lower part gusset plate are provided with a bolt connection pair；
The middle line two sides of middle part gusset plate are respectively arranged with a bolt connection pair.
As a kind of further technical solution, standardizing node includes：For connecting the center pillar of two modular units
5th node；
5th node includes：Upper node plate, middle part gusset plate and lower part gusset plate；
Upper node plate and lower part gusset plate connect into a planar structure；
Middle part gusset plate perpendicular to the junction between upper node plate and lower part gusset plate, and be located at upper node plate with
The same side of lower part gusset plate；
Upper node plate and lower part gusset plate are provided with a bolt connection pair；
The middle line two sides of middle part gusset plate are respectively arranged with a bolt connection pair；
Wherein, middle part gusset plate is provided with a bolt connection pair.
Second aspect, the present invention provide a kind of process and assemble of six columns support light-gauge steel section modular architectural structural system
Method comprising：
Group is attached in modular unit of the structural system different parts to different number by different standardization nodes
Dress；
At least one modular unit is provided with six column support constructions.
As a kind of further technical solution, the assemble method at the corner post position of structural system includes：
Inside structural system, with 12 bolt connection pairs, by first node to eight modular units in corner post portion
Position is attached；
Outside structural system, with eight bolt connection pairs, by second node to four modular units at corner post position
It is attached；
In structural body external margin, with five bolt connection pairs, by third node to two modular units in corner post portion
Position is attached.
As a kind of further technical solution, the assemble method at the center pillar position of structural system includes：
Inside structural system, with four bolt connection pairs, by fourth node to four modular units at center pillar position
It is attached；
Outside structural body, with three bolt connection pairs, by the 5th node to two modular units center pillar position into
Row connection.
By adopting the above technical scheme, the present invention has the advantages that：
Six column provided by the invention supports light-gauge steel section modular architectural structural system, combines corner post load-bearing mould well
The advantages of block and wall load-bearing module, avoid respective disadvantage.While reducing vertical supporting member section, retain well
The diversity of modular structure Spatial Coupling, limits it by continuous wall from arbitrarily punching, cancelling.Meanwhile passing through
Connecting node would be even more beneficial to modular unit in the production of factory between standardization light-gauge steel section beam column member section and standardized module
Industryization production processing and the standard assemblied construction at scene.
Detailed description of the invention
It, below will be to specific in order to illustrate more clearly of the specific embodiment of the invention or technical solution in the prior art
Embodiment or attached drawing needed to be used in the description of the prior art be briefly described, it should be apparent that, it is described below
Attached drawing is some embodiments of the present invention, for those of ordinary skill in the art, before not making the creative labor
It puts, is also possible to obtain other drawings based on these drawings.
Fig. 1 is the schematic diagram of column load-bearing modular unit in the prior art；
Fig. 2 is the schematic diagram of wall load-bearing modular unit in the prior art；
Fig. 3 is the structural schematic diagram of the six columns support light-gauge steel section modular architectural structural system in the embodiment of the present invention；
Fig. 4 is the structural schematic diagram of modular unit provided in an embodiment of the present invention；
Fig. 5 is the schematic diagram of the section structure of corner post provided in an embodiment of the present invention；
Fig. 6 is the schematic diagram of the section structure of center pillar provided in an embodiment of the present invention；
Fig. 7 is the structural schematic diagram of first node provided in an embodiment of the present invention；
Fig. 8 is the structural schematic diagram of second node provided in an embodiment of the present invention；
Fig. 9 is the structural schematic diagram of fourth node provided in an embodiment of the present invention；
Figure 10 is the structural schematic diagram of third node provided in an embodiment of the present invention；
Figure 11 is the structural schematic diagram of the 5th node provided in an embodiment of the present invention；
Figure 12 is the assembling schematic diagram of first node provided in an embodiment of the present invention；
Figure 13 is the assembling schematic diagram of second node provided in an embodiment of the present invention；
Figure 14 is the structural schematic diagram of fourth node provided in an embodiment of the present invention；
Figure 15 is the assembling schematic diagram of third node provided in an embodiment of the present invention；
Figure 16 is the assembling schematic diagram of the 5th node provided in an embodiment of the present invention.
Icon：1- girder steel；2- corner post；3- center pillar；4- standardizes node；5- bolt connection pair；21- the first corner post plate；22-
Second corner post plate；23- third corner post plate；24- fourth angle column plate；The 5th corner post plate of 25-；26- hexagon prism plate；41- gusset plate.
Specific embodiment
Technical solution of the present invention is clearly and completely described below in conjunction with attached drawing, it is clear that described implementation
Example is a part of the embodiment of the present invention, instead of all the embodiments.Based on the embodiments of the present invention, ordinary skill
Personnel's every other embodiment obtained without making creative work, shall fall within the protection scope of the present invention.
In the description of the present invention, it should be noted that term " center ", "upper", "lower", "left", "right", "vertical",
The orientation or positional relationship of the instructions such as "horizontal", "inner", "outside" be based on the orientation or positional relationship shown in the drawings, merely to
Convenient for description the present invention and simplify description, rather than the device or element of indication or suggestion meaning must have a particular orientation,
It is constructed and operated in a specific orientation, therefore is not considered as limiting the invention.In addition, term " first ", " second ",
" third " is used for descriptive purposes only and cannot be understood as indicating or suggesting relative importance.
In the description of the present invention, it should be noted that unless otherwise clearly defined and limited, term " installation ", " phase
Even ", " connection " shall be understood in a broad sense, for example, it may be being fixedly connected, may be a detachable connection, or be integrally connected；It can
To be mechanical connection, it is also possible to be electrically connected；It can be directly connected, can also can be indirectly connected through an intermediary
Connection inside two elements.For the ordinary skill in the art, above-mentioned term can be understood as the case may be
Concrete meaning in the present invention.
Below in conjunction with attached drawing, detailed description of the preferred embodiments.It should be understood that this place is retouched
The specific embodiment stated is merely to illustrate and explain the present invention, and is not intended to restrict the invention.
Embodiment one
In conjunction with shown in Fig. 3 to Figure 16, the present embodiment one provides a kind of six columns support light-gauge steel section modular architectural structural body
System comprising：Several modular units；It is attached, is conducive to by several standardization nodes 4 between adjacent modular units
Industrialization production processing and the standard assemblied construction at scene of the modular unit in factory；Moreover, at least one modular unit
With six column support constructions, wherein the construction of six columns support combines the excellent of 2 load-bearing module of corner post and wall load-bearing module well
Point remains the diversity of modular structure Spatial Coupling, not by continuous while reducing vertical supporting member section well
The limitation that wall cannot arbitrarily punch, cancel.Wherein, for the modular unit in system, can choose a part has
Six column support constructions also can choose and all have six column support constructions.It is, of course, preferable to, all modular units have
There are six column support constructions.It, can flexible setting according to actual needs moreover, the quantity for modular unit is unrestricted.Such as：Mould
The quantity of module unit is 12 (six, upper layer, lower layer six), and 12 modular units form a system.
As shown in connection with fig. 4, in the present embodiment, as a kind of further technical solution, modular unit is by beam, column
Component connects the cuboid framework structure to be formed；Wherein, the quantity of column component is six, to constitute six column support constructions.
Wherein, further, the column component includes：Four corner posts 2 and two center pillars 3；Four corner posts 2 distinguish vertical position
In four angles rib position of modular unit, two center pillars 3 are respectively vertically in the middle part of two long sides of modular unit.
As shown in connection with fig. 5, further, the section of corner post 2 is that axisymmetric shape (can be understood as a notch just
Square contour, diagonal line are symmetry axis), it specifically includes：
The first corner post plate 21, the second corner post plate 22 and third corner post plate 23 positioned at its symmetry axis side, the first corner post plate
21, the second corner post plate 22 and the successively vertical connection of third corner post plate 23, and three is in bend towards the direction of 2 symmetry axis of corner post；
Fourth angle column plate 24, the 5th corner post plate 25 and hexagon prism plate 26 positioned at its symmetry axis other side, fourth angle column
The successively vertical connection of plate 24, the 5th corner post plate 25 and hexagon prism plate 26, and three is in curved towards the direction of 2 symmetry axis of corner post
Folding；
Meanwhile first corner post plate 21 vertical with fourth angle column plate 24 connect.
Preferably, the width of the first corner post plate 21, the second corner post plate 22 and third corner post plate 23 successively successively decreases.
Preferably, the width of fourth angle column plate 24, the 5th corner post plate 25 and hexagon prism plate 26 successively successively decreases.
Wherein, further, the beam is divided into two groups, and the quantity of every group of beam is six；Wherein one group of beam structure
Part is successively connect with each column component in the top surface of modular unit；Another group of beam in the bottom surface of modular unit successively with it is each
The connection of column component.
As shown in connection with fig. 6, further, the section of center pillar 3 and girder steel 1 is respectively c-type.It is understood that center pillar 3
Section with girder steel 1 is rectangle, its long side is provided with a notch.
As shown in connection with fig. 7, in the present embodiment, as a kind of further technical solution, standardizing node 4 includes：For
Connect the first node of the corner post 2 of eight modular units；First node is divided into node section, interior joint part and lower node portion
Point；Upper node section connects into cross-shaped configuration (the successively vertical connection of four gusset plates 41) by four gusset plates 41；Interior joint
Part connects into planarized structure by four gusset plates 41 (four gusset plates 41 are assembled in a square)；Lower node part by
Four gusset plates 41 connect into cross-shaped configuration (the successively vertical connection of four gusset plates 41)；Moreover, upper node section and lower section
Point part is set to the two sides (being arranged up and down in mirror surface) of interior joint part in symmetry status；Each gusset plate of upper node section
41 are each perpendicular to each gusset plate 41 of interior joint part；Each gusset plate 41 of lower node part is each perpendicular to interior joint part
Each gusset plate 41；Meanwhile the middle part of all gusset plates 41 is provided with a bolt connection pair 5.
Preferably, the shape of all gusset plates 41 is rectangle.
Preferably, the center position of all gusset plates 41 is provided with a bolt connection pair 5.
In this way, always seeing to be cross-shaped configuration from the front and back up and down of first node.
Preferably, all gusset plates 41 pass through welded molding, that is, prefabricated in the factory to be welded.
Preferably, a square slot in three face notches is surrounded between three gusset plates 41 adjacent in first node,
When assembling corner post 2, the first corner post plate 21 and fourth angle column plate 24 of corner post 2 are connected respectively two gusset plates 41.Corner post 2
The second corner post plate 22 and third corner post plate 23, the 5th corner post plate 25 and hexagon prism plate 26 respectively correspond positioned at square slot
It is external.
Preferably, the distance between third corner post plate 23 and hexagon prism plate 26 are greater than the diameter of bolt connection pair 5.
Inside structural system, with 12 bolt connection pairs 5, by first node to eight modular units in corner post 2
Position is attached.
As shown in connection with fig. 8, in the present embodiment, as a kind of further technical solution, standardizing node 4 includes：For
Connect the second node of the corner post 2 of four modular units；Second node is divided into plane node section and cross node section；
Plane node section connects into planarized structure by four gusset plates 41 (four gusset plates 41 are assembled in a square)；Ten
Font node section connects into cross-shaped configuration (the successively vertical connection of four gusset plates 41) by four gusset plates 41；Cross section
Each gusset plate 41 of point part is each perpendicular to each gusset plate 41 of plane node section；Wherein, all gusset plates 41
Middle part be provided with a bolt connection pair 5.Preferably, the shape of all gusset plates 41 is rectangle.Preferably, all nodes
The center position of plate 41 is provided with a bolt connection pair 5.
Outside structural system, with eight bolt connection pairs 5, by second node to four modular units at corner post 2
Position is attached.
As shown in connection with fig. 9, in the present embodiment, as a kind of further technical solution, standardizing node 4 includes：For
Connect the third node of the corner post 2 of two modular units；Third node is divided into plane node section and T font node section；
Plane node section connects into planarized structure by two gusset plates 41；T font node section is connected by three gusset plates 41
At planarized structure.Each gusset plate 41 of T font node section is each perpendicular to each gusset plate 41 of plane node section；
Wherein, the middle part of all gusset plates 41 is provided with a bolt connection pair 5.Preferably, the shape of all gusset plates 41 is square
Shape.Preferably, the center position of all gusset plates 41 is provided with a bolt connection pair 5.
In structural body external margin, with five bolt connection pairs 5, by third node to two modular units in corner post 2
Position is attached.
As shown in connection with fig. 10, in the present embodiment, as a kind of further technical solution, standardizing node 4 includes：For
Connect the fourth node of the center pillar 3 of four modular units；Fourth node includes：Upper node plate 41, middle part gusset plate 41 and under
Portion's gusset plate 41；Upper node plate 41 is vertically connected at the midline position of middle part 41 one side of gusset plate；Lower part gusset plate 41 is vertical
It is connected to the midline position of middle part 41 another side of gusset plate；Upper node plate 41 and lower part gusset plate 41 are provided with bolt company
Connect pair 5；The middle line two sides of middle part gusset plate 41 are respectively arranged with a bolt connection pair 5.Preferably, the shape of all gusset plates 41
Shape is rectangle.Preferably, the center position of all gusset plates 41 is provided with a bolt connection pair 5.
Inside structural system, with four bolt connection pairs 5, by fourth node to four modular units at center pillar 3
Position is attached.
In conjunction with shown in Figure 11, in the present embodiment, as a kind of further technical solution, standardizing node 4 includes：For
Connect the 5th node of the center pillar 3 of two modular units；5th node includes：Upper node plate 41, middle part gusset plate 41 and under
Portion's gusset plate 41；Upper node plate 41 and lower part gusset plate 41 connect into a planar structure；Middle part gusset plate 41 is perpendicular to top
Junction between gusset plate 41 and lower part gusset plate 41, and it is located at the same side of upper node plate 41 and lower part gusset plate 41；
Upper node plate 41 and lower part gusset plate 41 are provided with a bolt connection pair 5；The middle line two sides of middle part gusset plate 41 are set respectively
It is equipped with a bolt connection pair 5；Wherein, middle part gusset plate 41 is provided with a bolt connection pair 5.Preferably, all gusset plates 41
Shape be rectangle.Preferably, the center position of all gusset plates 41 is provided with a bolt connection pair 5.
Outside structural body, with three bolt connection pairs 5, by the 5th node to two modular units at 3 position of center pillar
It is attached.
Embodiment two
In conjunction with shown in Figure 12 to Figure 16, the present embodiment two provides a kind of six columns support light-gauge steel section modular architectural structural
The method for processing and assembling of system comprising：By different standardization nodes 4 in structural system different parts to different number
Modular unit is attached assembling；At least one modular unit is provided with six column support constructions, it is, of course, preferable to, all mould
Module unit all has six column support constructions.
Wherein, the assemble method at 2 position of corner post of structural system includes：Inside structural system, connected with 12 bolts
Pair 5 is connect, eight modular units are attached at 2 position of corner post by first node；Outside structural system, with eight bolts
Auxiliary connection 5 is attached four modular units at 2 position of corner post by second node；In structural body external margin, with five
Bolt connection pair 5 is attached two modular units at 2 position of corner post by third node.
Wherein, the assemble method at 3 position of center pillar of structural system includes：Inside structural system, it is bolted with four
Pair 5, is attached four modular units at 3 position of center pillar by fourth node；Outside structural body, it is bolted with three
Pair 5, is attached two modular units at 3 position of center pillar by the 5th node.
By adopting the above technical scheme, the present invention has the advantages that：
Six column provided by the invention supports light-gauge steel section modular architectural structural system, combines 2 load-bearing of corner post well
The advantages of module and wall load-bearing module, avoid respective disadvantage.While reducing vertical supporting member section, protect well
The diversity of modular structure Spatial Coupling has been stayed, cannot not punched arbitrarily by continuous wall, be cancelled and being limited.Meanwhile passing through mark
Connecting node would be even more beneficial to modular unit in the industry of factory between 1 column member section of standardization thin wall type girder steel and standardized module
Change production processing and the standard assemblied construction at scene.
Finally it should be noted that：The above embodiments are only used to illustrate the technical solution of the present invention., rather than its limitations；To the greatest extent
Present invention has been described in detail with reference to the aforementioned embodiments for pipe, those skilled in the art should understand that：Its according to
So be possible to modify the technical solutions described in the foregoing embodiments, or to some or all of the technical features into
Row equivalent replacement；And these are modified or replaceed, various embodiments of the present invention technology that it does not separate the essence of the corresponding technical solution
The range of scheme.
Claims (10)
1. a kind of six columns support light-gauge steel section modular architectural structural system, which is characterized in that including：Several modular units；
It is attached between the adjacent modular unit by several standardization nodes；
At least one described modular unit has six column support constructions.
2. six column according to claim 1 supports light-gauge steel section modular architectural structural system, which is characterized in that the mould
Module unit is to connect the cuboid framework structure formed by beam, column component；Wherein, the quantity of the column component is six,
To constitute six column support constructions.
3. six column according to claim 2 supports light-gauge steel section modular architectural structural system, which is characterized in that the column
Component includes：Four corner posts and two center pillars；
Four corner posts are vertically located at four angles rib position of modular unit respectively,
Two center pillars are respectively vertically in the middle part of two long sides of modular unit.
4. six column according to claim 3 supports light-gauge steel section modular architectural structural system, which is characterized in that the angle
The section of column is axisymmetric shape, including：
The first corner post plate, the second corner post plate and third corner post plate positioned at its symmetry axis side, the first corner post plate, the second corner post plate
It is successively vertically connected with third corner post plate, and three is in bend towards the direction of corner post symmetry axis；
Fourth angle column plate, the 5th corner post plate and hexagon prism plate positioned at its symmetry axis other side, fourth angle column plate, the 5th corner post
Plate and hexagon prism plate successively vertically connect, and three is in bend towards the direction of corner post symmetry axis；
First corner post plate is vertical with fourth angle column plate to be connect.
5. six column according to claim 3 supports light-gauge steel section modular architectural structural system, which is characterized in that the beam
Component is divided into two groups, and every group of beam includes six girder steels；
Wherein one group of beam is successively connect with each column component in the top surface of modular unit；
Another group of beam is successively connect with each column component in the bottom surface of modular unit.
6. six column according to claim 5 supports light-gauge steel section modular architectural structural system, which is characterized in that in described
The section of column and the girder steel is respectively c-type.
7. six column according to claim 1 supports light-gauge steel section modular architectural structural system, which is characterized in that the mark
Standardization node includes：For connecting the first node of the corner post of eight modular units；
First node is divided into node section, interior joint part and lower node part；
Upper node section connects into cross-shaped configuration by four gusset plates；
Interior joint part connects into planarized structure by four gusset plates；
Lower node part connects into cross-shaped configuration by four gusset plates；
Upper node section and lower node part are set to the two sides of interior joint part in symmetry status；Each section of upper node section
Contact plate is each perpendicular to each gusset plate of interior joint part；Each gusset plate of lower node part is each perpendicular to interior joint part
Each gusset plate；
Wherein, a bolt connection pair is provided in the middle part of all gusset plates.
8. six column according to claim 1 supports light-gauge steel section modular architectural structural system, which is characterized in that the mark
Standardization node includes：For connecting the second node of the corner post of four modular units；
Second node is divided into plane node section and cross node section；
Plane node section connects into planarized structure by four gusset plates；
Cross node section connects into cross-shaped configuration by four gusset plates；
Each gusset plate of cross node section is each perpendicular to each gusset plate of plane node section；
Wherein, a bolt connection pair is provided in the middle part of all gusset plates.
9. six column according to claim 1 supports light-gauge steel section modular architectural structural system, which is characterized in that the mark
Standardization node includes：For connecting the third node of the corner post of two modular units；
Third node is divided into plane node section and T font node section；
Plane node section connects into planarized structure by two gusset plates；
T font node section connects into planarized structure by three gusset plates；
Each gusset plate of T font node section is each perpendicular to each gusset plate of plane node section；
Wherein, a bolt connection pair is provided in the middle part of all gusset plates.
10. six column according to claim 1 supports light-gauge steel section modular architectural structural system, which is characterized in that described
Standardizing node includes：For connecting the fourth node of the center pillar of four modular units；
Fourth node includes：Upper node plate, middle part gusset plate and lower part gusset plate；
Upper node plate is vertically connected at the midline position of middle part gusset plate one side；
Lower part gusset plate is vertically connected at the midline position of middle part gusset plate another side；
Upper node plate and lower part gusset plate are provided with a bolt connection pair；
The middle line two sides of middle part gusset plate are respectively arranged with a bolt connection pair.
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115262758A (en) * | 2022-07-13 | 2022-11-01 | 天津大学 | Full bolt horizontal connection node of steel frame column between module units |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR101044792B1 (en) * | 2010-12-29 | 2011-06-27 | 주식회사 포스코에이앤씨건축사사무소 | Modular unit for easy transportation and modular structure using the same |
| CN202370169U (en) * | 2011-12-02 | 2012-08-08 | 刘驰 | Corner post for modularization mobile house |
| CN104213637A (en) * | 2014-08-11 | 2014-12-17 | 美国国绿投资集团 | Integrated type steel structure building |
| CN105863067A (en) * | 2016-03-29 | 2016-08-17 | 北京工业大学 | Modular low-layer assembling type house system of special-shaped column steel structure |
| CN106337500A (en) * | 2016-08-29 | 2017-01-18 | 北京工业大学 | Modularized assembly type steel structure house building system |
| CN206110361U (en) * | 2016-09-13 | 2017-04-19 | 天津大学 | Be applied to compound cross -shaped plate formula connected node structure of modularization building |
| CN106948483A (en) * | 2017-04-29 | 2017-07-14 | 天津大学 | A kind of connecting node applied to modularization steel building |
-
2018
- 2018-09-04 CN CN201811025306.7A patent/CN108867870A/en active Pending
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR101044792B1 (en) * | 2010-12-29 | 2011-06-27 | 주식회사 포스코에이앤씨건축사사무소 | Modular unit for easy transportation and modular structure using the same |
| CN202370169U (en) * | 2011-12-02 | 2012-08-08 | 刘驰 | Corner post for modularization mobile house |
| CN104213637A (en) * | 2014-08-11 | 2014-12-17 | 美国国绿投资集团 | Integrated type steel structure building |
| CN105863067A (en) * | 2016-03-29 | 2016-08-17 | 北京工业大学 | Modular low-layer assembling type house system of special-shaped column steel structure |
| CN106337500A (en) * | 2016-08-29 | 2017-01-18 | 北京工业大学 | Modularized assembly type steel structure house building system |
| CN206110361U (en) * | 2016-09-13 | 2017-04-19 | 天津大学 | Be applied to compound cross -shaped plate formula connected node structure of modularization building |
| CN106948483A (en) * | 2017-04-29 | 2017-07-14 | 天津大学 | A kind of connecting node applied to modularization steel building |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115262758A (en) * | 2022-07-13 | 2022-11-01 | 天津大学 | Full bolt horizontal connection node of steel frame column between module units |
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