CN209179182U - Six columns support light-gauge steel section modular architectural structural system - Google Patents
Six columns support light-gauge steel section modular architectural structural system Download PDFInfo
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- CN209179182U CN209179182U CN201821441122.4U CN201821441122U CN209179182U CN 209179182 U CN209179182 U CN 209179182U CN 201821441122 U CN201821441122 U CN 201821441122U CN 209179182 U CN209179182 U CN 209179182U
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Abstract
The utility model relates to construction engineering technical fields, support light-gauge steel section modular architectural structural system more particularly, to a kind of six columns.It includes: several modular units that six column, which supports light-gauge steel section modular architectural structural system,；It is attached between adjacent modular units by several standardization nodes；At least one modular unit has six column support constructions.The utility model 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 utility model relates to construction engineering technical fields, build more particularly, to a kind of six columns support light-gauge steel section modularization
Building structure system.
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 the reason to the general background technology of the utility model
Solution, and it is known to those skilled in the art existing to be not construed as recognizing or imply that the information is constituted in any form
Technology.
Utility model content
The purpose of this utility model is to provide a kind of six columns to support light-gauge steel section modular architectural structural system, to solve
The technical problems existing in the prior art.
To achieve the goals above, the utility model uses following technical scheme:
In a first aspect, the utility model provides a kind of six columns support light-gauge steel section modular architectural structural system comprising:
Several modular units；
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, comprising:
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: the corner post for connecting 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: the corner post for connecting 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: the corner post for connecting 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: the center pillar for connecting 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: the center pillar for connecting 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 utility model provide a kind of processing of six columns support light-gauge steel section modular architectural structural system
Assembly 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 utility model has the following beneficial effects:
Six column provided by the utility model supports light-gauge steel section modular architectural structural system, combines corner post well and holds
The advantages of molality block and wall load-bearing module, avoid respective disadvantage.While reducing vertical supporting member section, well
The diversity for remaining modular structure Spatial Coupling limits it by continuous wall from arbitrarily punching, cancelling.Meanwhile
It would be even more beneficial to modular unit in factory by connecting node between standardization light-gauge steel section beam column member section and standardized module
Industrialization production processing and scene standard assemblied construction.
Detailed description of the invention
It, below will be right in order to illustrate more clearly of specific embodiment of the present invention or technical solution in the prior art
Specific embodiment or attached drawing needed to be used in the description of the prior art are briefly described, it should be apparent that, it is described below
In attached drawing be that some embodiments of the utility model are not paying creativeness for those of ordinary skill in the art
Under the premise of labour, it 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 representation of the six columns support light-gauge steel section modular architectural structural system in the utility model embodiment
Figure；
Fig. 4 is the structural schematic diagram of modular unit provided by the embodiment of the utility model；
Fig. 5 is the schematic diagram of the section structure of corner post provided by the embodiment of the utility model；
Fig. 6 is the schematic diagram of the section structure of center pillar provided by the embodiment of the utility model；
Fig. 7 is the structural schematic diagram of first node provided by the embodiment of the utility model；
Fig. 8 is the structural schematic diagram of second node provided by the embodiment of the utility model；
Fig. 9 is the structural schematic diagram of fourth node provided by the embodiment of the utility model；
Figure 10 is the structural schematic diagram of third node provided by the embodiment of the utility model；
Figure 11 is the structural schematic diagram of the 5th node provided by the embodiment of the utility model；
Figure 12 is the assembling schematic diagram of first node provided by the embodiment of the utility model；
Figure 13 is the assembling schematic diagram of second node provided by the embodiment of the utility model；
Figure 14 is the structural schematic diagram of fourth node provided by the embodiment of the utility model；
Figure 15 is the assembling schematic diagram of third node provided by the embodiment of the utility model；
Figure 16 is the assembling schematic diagram of the 5th node provided by the embodiment of the utility model.
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
The technical solution of the utility model is clearly and completely described below in conjunction with attached drawing, it is clear that described
Embodiment is the utility model a part of the embodiment, instead of all the embodiments.Based on the embodiments of the present invention, originally
Field those of ordinary skill every other embodiment obtained without making creative work belongs to practical
Novel protected range.
It is in the description of the present invention, it should be noted that term " center ", "upper", "lower", "left", "right", " perpendicular
Directly ", the orientation or positional relationship of the instructions such as "horizontal", "inner", "outside" is to be based on the orientation or positional relationship shown in the drawings, and is only
For ease of description the utility model and simplify description, rather than the device or element of indication or suggestion meaning must have it is specific
Orientation, be constructed and operated in a specific orientation, therefore should not be understood as limiting the present invention.In addition, term " the
One ", " second ", " third " are 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 " is pacified
Dress ", " connected ", " connection " shall be understood in a broad sense, for example, it may be being fixedly connected, may be a detachable connection, or integrally
Connection；It can be mechanical connection, be also possible to be electrically connected；Can be directly connected, can also indirectly connected through an intermediary,
It can be the connection inside two elements.For the ordinary skill in the art, on can understanding as the case may be
State the concrete meaning of term in the present invention.
Specific embodiment of the present utility model is described in detail below in conjunction with attached drawing.It should be understood that herein
Described specific embodiment is only used for describing and explaining the present invention, and is not intended to limit the utility model.
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: to be used 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: to be used 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: to be used 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: to be used for
Connect the fourth node of the center pillar 3 of four modular units；Fourth node include: 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: to be used for
Connect the 5th node of the center pillar 3 of two modular units；5th node include: 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: and is connected inside structural system 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: to be bolted inside structural system 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 utility model has the following beneficial effects:
Six column provided by the utility model supports light-gauge steel section modular architectural structural system, combines corner post 2 well
The advantages of load-bearing module and wall load-bearing module, avoid respective disadvantage.While reducing vertical supporting member section, very well
Ground remains the diversity of modular structure Spatial Coupling, cannot not punched arbitrarily by continuous wall, cancel and being limited.Meanwhile it is logical
Crossing connecting node between standardization 1 column member section of thin wall type girder steel and standardized module would be even more beneficial to modular unit in factory
Industrialization production processing and the standard assemblied construction at scene.
Finally, it should be noted that the above various embodiments is only to illustrate the technical solution of the utility model, rather than it is limited
System；Although the present invention has been described in detail with reference to the aforementioned embodiments, those skilled in the art should
Understand: it is still possible to modify the technical solutions described in the foregoing embodiments, or to some or all of
Technical characteristic is equivalently replaced；And these are modified or replaceed, it does not separate the essence of the corresponding technical solution, and this is practical new
The range of each embodiment technical solution of type.
Claims (7)
1. a kind of six columns support light-gauge steel section modular architectural structural system characterized by comprising several modular units；
It is attached between the adjacent modular unit by several standardization nodes；At least one described modular unit has six columns
Support construction；The modular unit is to connect the cuboid framework structure formed by beam, column component；Wherein, the column structure
The quantity of part is six, to constitute six column support constructions；The column component includes: four corner posts and two center pillars；Four corner posts
Vertically it is located at four angles rib position of modular unit respectively, two center pillars are respectively vertically in two long sides of modular unit
Portion；The section of the corner post be axisymmetric shape, comprising: positioned at the first corner post plate of its symmetry axis side, the second corner post plate and
Third corner post plate, the first corner post plate, the second corner post plate and third corner post plate successively vertically connect, and three is in symmetrical towards corner post
The direction of axis is bent；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 jiao
Column plate is vertical with fourth angle column plate to be connect；The beam is divided into two groups, and every group of beam includes six girder steels；Wherein one group of beam
Component 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 and respectively
A column component connection；
Wherein, the width of the first corner post plate, the second corner post plate and third corner post plate successively successively decreases；
Wherein, the width of fourth angle column plate, the 5th corner post plate and hexagon prism plate successively successively decreases.
2. six column according to claim 1 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.
3. 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: the first node for connecting 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.
4. 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: the second node for connecting 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.
5. 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: the third node for connecting 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.
6. 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: the fourth node for connecting 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.
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: the 5th node for connecting the center pillar of two modular units；
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 is located at upper node plate and lower part perpendicular to the junction between upper node plate and lower part gusset plate
The same side of gusset plate；
Upper node plate and lower part gusset plate are provided with a bolt connection pair；
Middle part gusset plate is provided with a bolt connection pair.
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821441122.4U CN209179182U (en) | 2018-09-04 | 2018-09-04 | Six columns support light-gauge steel section modular architectural structural system |
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| Application Number | Priority Date | Filing Date | Title |
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| CN201821441122.4U CN209179182U (en) | 2018-09-04 | 2018-09-04 | Six columns support light-gauge steel section modular architectural structural system |
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| CN209179182U true CN209179182U (en) | 2019-07-30 |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| CN111997196A (en) * | 2020-08-25 | 2020-11-27 | 中南大学 | Combined steel module structure system and construction method thereof |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| CN111997196A (en) * | 2020-08-25 | 2020-11-27 | 中南大学 | Combined steel module structure system and construction method thereof |
| CN111997196B (en) * | 2020-08-25 | 2022-02-01 | 中南大学 | Combined steel module structure system and construction method thereof |
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