CN106759894A - A kind of equivalent wall unit of bracing members and faced wall unit - Google Patents
A kind of equivalent wall unit of bracing members and faced wall unit Download PDFInfo
- Publication number
- CN106759894A CN106759894A CN201710038159.6A CN201710038159A CN106759894A CN 106759894 A CN106759894 A CN 106759894A CN 201710038159 A CN201710038159 A CN 201710038159A CN 106759894 A CN106759894 A CN 106759894A
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- column
- bracing members
- wall unit
- crossbeam
- steel
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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
-
- 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
-
- 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
- E04B2001/2415—Brackets, gussets, joining plates
-
- 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
-
- 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
- E04B2001/2439—Adjustable connections, e.g. using elongated slots or threaded adjustment elements
-
- 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
- E04B2001/2445—Load-supporting elements with reinforcement at the connection point other than the connector
-
- 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
- E04B2001/2448—Connections between open section profiles
-
- 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
- E04B2001/2454—Connections between open and closed section profiles
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Joining Of Building Structures In Genera (AREA)
Abstract
The present invention relates to construction engineering technical field, a kind of equivalent wall unit of bracing members and faced wall unit are disclosed, to improve anti-side rigidity, limit lateral capacity and the stability of building, and meet building function flexible arrangement, easy working requirement.The equivalent wall unit of the bracing members, including column, K-type support frame, and twice crossbeam that is horizontally disposed and being connected with the column and K-type support frame two ends, wherein, K-type support frame includes perpendicular strut and two hounds, and the perpendicular strut is vertically arranged and two ends connect with corresponding crossbeam respectively, and two hounds and perpendicular strut are set in K-type, and every hound one end is connected to perpendicular strut middle part, the other end is connected with column.
Description
Technical field
The present invention relates to construction engineering technical field, more particularly to a kind of equivalent wall unit of bracing members and faced wall unit.
Background technology
, compared to for traditional concrete construction, intensity is higher, and shock resistance is more preferable for steel building.And because component can
Made with batch production, in-site installation, it is thus possible to greatly reduce the duration；Steel in steel building can be recycled, can
To greatly reduce building waste, more environmental protection；Thus it is widely adopted, applies in industrial building and civil buildings.
To improve the anti-side rigidity and limit lateral capacity of building in existing steel building, generally use and big branch is set
Support, steel plate wall or steel plate combination wall are solved, but are difficult to find that suitable position in the presence of support；Steel column section is more than wall
, there is projection external corner in room corner in thickness, and influence interior architecture uses function；Steel plate wall or steel plate combination wall construction welding capacity
Greatly, the problems such as floor bar is difficult construction at wall.
The content of the invention
The invention provides a kind of equivalent wall unit of bracing members and faced wall unit, to improve the anti-side rigidity of building, resist
Side bearing capacity and stability, and meet building function flexible arrangement, easy working requirement.
To reach above-mentioned purpose, the present invention provides following technical scheme：
A kind of equivalent wall unit of bracing members, including column, K-type support frame, and it is horizontally disposed and with the column and K-type
The twice crossbeam of support frame two ends connection, wherein, K-type support frame includes perpendicular strut and two hounds, and the perpendicular strut is vertical
Set and two ends connect with corresponding crossbeam respectively, two hounds and perpendicular strut are set in K-type, and every hound one
End is connected to perpendicular strut middle part, and the other end is connected with column.
Optionally, the column includes that rectangle steel tubing string, circular steel tubing string, rectangular steel-tube concrete column, round steel pipe are mixed
Solidifying earth pillar, I-shaped steel column, cross I-shaped steel and steel post, double flute shape steel column or L-shaped, T-shaped, groined type abnormal shape compound section steel column；Often
Road crossbeam is steel I-beam.
Preferably, the column side has crossbeam connection end with crossbeam junction, and crossbeam connection end section is in
It is I-shaped.
Optionally, when the column is rectangular steel pipe or concrete-filled rectangular steel tube, the crossbeam connection end connects with column
Meeting place can set inner ring plate or outer ring plate on column；Or the connection of edge of a wing side is set in the laminating of crossbeam connection end flange plate both sides
Plate, and crossbeam connection end flange plate width and two edge of a wing side connecting plate thickness sums are not more than the section length of side of the column.
Optionally, when the column is round steel pipe or circular steel tube concrete, the crossbeam connection end connects with column
Connect and be in setting inner ring plate or outer ring plate on column.
Optionally, when the column is I-shaped steel column, cross I-shaped steel and steel post, double flute shape steel column or L-shaped, T-shaped, groined type
During special-shaped compound section steel column, the crossbeam connection end sets diaphragm plate with column junction on column.
Preferably, per pass crossbeam be connected using butt welding at the section edge of a wing of the crossbeam connection end, and per pass is horizontal
The web of beam and the crossbeam connection end passes through connecting plate bolt connection.
Preferably, every hound and column junction are provided with connection member, the connection member include T-shaped end plate and
Otic placode, the T-shaped end plate is connected with corresponding hound, and the otic placode is connected with the crossbeam connection end of every root post, and the T
Type end plate and otic placode pass through hinge.
Preferably, every crossbeam passes through montant end-plate bolted connections, and every crossbeam and perpendicular strut with perpendicular strut junction
Ribbed stiffener is provided with the corresponding cantilever diaphragm in junction.
Optionally, the hound and perpendicular strut include round steel pipe, rectangular steel pipe, I-steel support, T steel branch
Support, L-shaped bracing members, flute profile bracing members, cross bracing members, anti-buckling support or damper.
The equivalent wall unit of bracing members provided in an embodiment of the present invention includes column, K-type support frame, and it is horizontally disposed and with
The column and the twice crossbeam of K-type support frame two ends connection, wherein, K-type support frame includes perpendicular strut and two hounds, institute
State that perpendicular strut is vertically arranged and two ends connect with corresponding crossbeam respectively, two hounds and perpendicular strut are set in K-type, and
Every hound one end is connected to perpendicular strut middle part, and the other end is connected with column, it is possible to increase the anti-side rigidity of building structure, tiltedly
Strut acts on perpendicular strut middle part and avoids the steel column flexing that column caused by lateral forces and collapses, so as to improve building
Limit lateral capacity and stability, and solve the problems, such as projection external corner, meet building function flexible arrangement, it is easy working will
Ask.
The embodiment of the present invention additionally provides a kind of " yi word pattern " faced wall unit, including two bracing members as described above etc.
Effect wall unit, described two equivalent wall units of bracing members are symmetrical arranged in 180 degree angle, and the equivalent wall list of described two bracing members
Unit shares same root post, and the crossbeam and K-type support frame of the equivalent wall unit of each bracing members are connected with a side of column.
The embodiment of the present invention additionally provides a kind of " L-type " faced wall unit, including two bracing members as described above are equivalent
Wall unit, described two equivalent wall units of bracing members are set in 90 degree of angles, and the equivalent wall units shared of described two bracing members
Same root post, the crossbeam and K-type support frame of the equivalent wall unit of each bracing members are connected with a side of column.
The embodiment of the present invention additionally provides a kind of " T-shaped " faced wall unit, including three bracing members as described above are equivalent
Wall unit, the equivalent wall unit of two of which bracing members is symmetrical arranged in 180 degree angle；The 3rd equivalent wall unit of bracing members with it is another
Two equivalent wall units of bracing members are set in 90 degree of angles；The equivalent same root post of wall units shared of three bracing members,
The crossbeam and K-type support frame of the equivalent wall unit of each bracing members are connected with a side of column.
The embodiment of the present invention additionally provides a kind of " cross " faced wall unit, including four bracing members as described above etc.
Effect wall unit, the equivalent wall unit of four bracing members is mutually symmetrical arranged in 90 degree of angles, and the equivalent wall of four bracing members
The same root post of units shared, the crossbeam and K-type support frame of the equivalent wall unit of each bracing members are connected with a side of column
Connect.
Multiple combination wall unit provided in an embodiment of the present invention, including two, three or four bracing members as described above
Equivalent wall unit, the multiple equivalent same root post of wall units shared of bracing members, and be in 90 degree or 180 degree angle around column
It is symmetrical arranged, disclosure satisfy that the flexible arrangement of construction wall, and further improves the anti-side rigidity of building, limit lateral capacity and steady
It is qualitative.
Brief description of the drawings
Fig. 1 is the structural representation of the equivalent wall unit of bracing members that one embodiment of the invention is provided；
Fig. 2 is the partial structural diagram one of the equivalent wall unit of bracing members that one embodiment of the invention is provided；
Fig. 3 is the partial structural diagram two of the equivalent wall unit of bracing members that one embodiment of the invention is provided；
Fig. 4 is the structural representation of the equivalent wall unit of bracing members that another embodiment of the present invention is provided；
The structural representation of " yi word pattern " faced wall unit that Fig. 5 is provided for one embodiment of the present invention；
The structural representation of " L-type " faced wall unit that Fig. 6 is provided for another preferred embodiment of the invention；
The structural representation of " T-shaped " faced wall unit that Fig. 7 is provided for another preferred embodiment of the present invention；
The structural representation of " cross " faced wall unit that Fig. 8 is provided for further embodiment of the present invention.
Reference：
1- columns
2- crossbeams
3-K type support frames
31- erects strut
32- hounds
33- montant end plates
4- crossbeams connection end
5- edges of a wing side connecting plate
6- connecting plates
7- connection members
71-T type end plates
72- otic placodes
73- bearing pins
8- ribbed stiffeners
Specific embodiment
To improve anti-side rigidity, limit lateral capacity and the stability of building, and meet building function flexible arrangement, easily construction
Requirement, the embodiment of the invention provides a kind of equivalent wall unit of bracing members and faced wall unit.To make the purpose of the present invention, skill
Art scheme and advantage are clearer, and the present invention is described in further detail by the following examples.
With reference to the equivalent wall unit of bracing members that Fig. 1, an embodiment of the present invention are provided, including column 1, K-type support frame 3,
And twice crossbeam 2 that is horizontally disposed and being connected with the column 1 and the two ends of K-type support frame 3, wherein, K-type support frame 3 includes
Perpendicular strut 31 and two hounds 32, the perpendicular strut 31 is vertically arranged and two ends connect with corresponding crossbeam 2 respectively, and described two
Root hound 32 and perpendicular strut 31 are set in K-type, and every one end of hound 32 is connected to the middle part of perpendicular strut 31, the other end with it is vertical
Post 1 is connected.
The equivalent wall unit of bracing members provided in an embodiment of the present invention, including column, K-type support frame, and be horizontally disposed with simultaneously
The twice crossbeam being connected with the column and K-type support frame two ends, wherein, K-type support frame includes perpendicular strut and two hounds,
The perpendicular strut is vertically arranged and two ends connect with corresponding crossbeam respectively, and two hounds and perpendicular strut are set in K-type,
And every hound one end is connected to perpendicular strut middle part, the other end is connected with column, it is possible to increase the anti-side rigidity of building structure,
Hound acts on perpendicular strut middle part and avoids the steel column flexing that column caused by lateral forces and collapses, so as to improve build
The limit lateral capacity and stability built, and solve the problems, such as projection external corner, meet building function flexible arrangement, it is easy working will
Ask.
Post of not being antagonistic in the embodiment of the present invention is specifically limited, including rectangle steel tubing string, circular steel tubing string, rectangle steel
Pipe concrete column, circular steel tube concrete post, I-shaped steel column, cross I-shaped steel and steel post, double flute shape steel column or L-shaped, T-shaped, well word
The abnormal shape such as shape compound section steel column, can be selected in construction according to actual conditions, improve the applicable model of steel construction of the present invention
Enclose.Preferably, per pass crossbeam is I-shaped gooseneck.I-shaped gooseneck can be reduced while ensure that preferable bearing strength
The consumption of steel and the deadweight of steel construction, so that reduces cost.
In one particular embodiment of the present invention, column 1 is rectangular steel pipe column, and crossbeam 2 is I-shaped gooseneck.As schemed
Shown in 2, the side of rectangular steel pipe column 1 has crossbeam connection end 4 with the junction of crossbeam 2, and the section of crossbeam connection end 4 is in I-shaped
Type.The setting of crossbeam connection end 4 causes that the connection between column 1 and crossbeam 2 is more convenient, is easily achieved, and bonding strength
It is higher.Fitted with the flange plate both sides of the junction of rectangular steel pipe column 1 and be provided with edge of a wing side connecting plate 5 in crossbeam connection end 4.The edge of a wing
The setting of side connecting plate 5 ensure that the power of crossbeam 2 is effectively passed on column 1, and column 1 can be without setting interior diaphragm plate, section
Point way is simple, and beneficial to interior concrete perfusion.
Further, as shown in figure 3, per pass crossbeam 2 is connected with the section edge of a wing of crossbeam connection end 4 using butt welding,
And the web of per pass crossbeam 2 and crossbeam connection end 4 passes through the bolt connection of connecting plate 6.Ensure that column 1 and the rigid connection of crossbeam 2 connect
Connect intensity.
In another specific embodiment of the invention, column is round steel pipe, and crossbeam connection end is with column junction vertical
Inner ring plate or outer ring plate are set on post.Inner ring plate or outer ring plate are set on column can further improve the strong of post or even steel construction
Degree and bearing capacity.Wherein, inner ring plate is to be arranged at the loop configuration reinforcing plate on the inside of round steel pipe, and outer ring plate is then disposed on
Loop configuration reinforcing plate on the outside of round steel pipe；Column in the embodiment can be also circular steel tube concrete, that is, be perfused with mixed
Coagulate the round steel pipe of soil.
In another specific embodiment of the invention, column be I-shaped steel column, cross I-shaped steel and steel post, double flute shape steel column or
L-shaped, T-shaped, groined type abnormal shape compound section steel column, crossbeam connection end sets diaphragm plate with column junction on column.The reality
Apply in example according to practice of construction environment from suitable column, the setting of diaphragm plate can further improve post or even steel construction
Intensity and bearing capacity.
In another embodiment, as shown in figure 4, every hound 32 is provided with the junction of column 1 is connected
Part 7, the connection member 7 includes T-shaped end plate 71 and otic placode 72, and T-shaped end plate 71 connects with corresponding hound 32, otic placode 72 with
Crossbeam connection end 4 per root post 1 is connected, and T-shaped end plate 71 and otic placode 72 are hinged by bearing pin 73.The setting of connection member 7
Way is simple, easily construction, and required precision is not high, with the ability for voluntarily finely tuning K-type support frame, further improves efficiency of assembling.
Further, as shown in figure 4, every crossbeam 2 passes through the bolt connection of montant end plate 33 with the junction of perpendicular strut 31, and
Ribbed stiffener 8 is provided with every crossbeam 2 cantilever diaphragm corresponding with the junction of perpendicular strut 31.Montant end plate enables to K-type branch
Connection between support and crossbeam is more fastened, and the setting of ribbed stiffener improves the structural strength of perpendicular strut and crossbeam junction.
Selection of the embodiment of the present invention not to the hound and perpendicular strut of the equivalent wall unit of bracing members is specifically limited,
The hound and perpendicular strut can include round steel pipe, rectangular steel tube, I-steel support, T steel support, L-shaped bracing members, groove
Shape bracing members, cross bracing members, can also be the energy-dissipating and shock-absorbing components such as damper, anti-buckling support.Energy-dissipating and shock-absorbing component is just
It is that sinker is installed in structural elements, artificially increases structural damping, the vibrational energy of structural elements when consumption meets with impact, from
And reduce the dynamic respons of structure, improve the anti-seismic performance of structural elements.
In embodiments of the present invention, the connecting node way of column and crossbeam connection end need to be true according to column section form
It is fixed.Specifically chosen reference is as follows：When column is rectangular steel pipe or concrete-filled rectangular steel tube, crossbeam connection end and column junction
Inner ring plate or outer ring plate can be set on column；Or edge of a wing side connecting plate is set in the laminating of crossbeam connection end flange plate both sides, and
Crossbeam connection end flange plate width and two edge of a wing side connecting plate thickness sums are not more than the section length of side of the column.Work as column
During for round steel pipe or circular steel tube concrete, crossbeam connection end sets inner ring plate or outer shroud with column junction on column
Plate.When column be I-shaped steel column, cross I-shaped steel and steel post, double flute shape steel column, and L-shaped, T-shaped, groined type abnormal shape compound section
During steel column, crossbeam connection end sets diaphragm plate with column junction on column.
A kind of " yi word pattern " faced wall unit is also provided in a preferred embodiment of the invention, as shown in figure 5, including two
The equivalent wall unit of bracing members as described above, two equivalent wall units of bracing members are symmetrical arranged in 180 degree angle, and two steel
Support the same root post 1 of equivalent wall units shared, crossbeam 2 and K-type support frame 3 and the column 1 of the equivalent wall unit of each bracing members
A side be connected.
A kind of " L-type " faced wall unit is also provided in another preferred embodiment of the present invention, as shown in fig. 6, including two
The equivalent wall unit of bracing members as described above, two equivalent wall units of bracing members are set in 90 degree of angles, and two bracing members
The equivalent same root post 1 of wall units shared, the crossbeam 2 and K-type support frame 3 of the equivalent wall unit of each bracing members and the one of column 1
Individual side is connected.
A kind of " T-shaped " faced wall unit is also provided in another preferred embodiment of the invention, as shown in fig. 7, comprises three
The equivalent wall unit of bracing members as described above, the equivalent wall unit of two of which bracing members is symmetrical arranged in 180 degree angle；3rd
The equivalent wall unit of bracing members is set with the equivalent wall unit of another two bracing members in 90 degree of angles；The equivalent wall of above three bracing members
The same root post 1 of units shared, the crossbeam 2 and K-type support frame 3 of the equivalent wall unit of each bracing members and a side of column 1
It is connected.
A kind of " cross " faced wall unit is also provided in further embodiment of the present invention, as shown in figure 8, including four such as
The upper described equivalent wall unit of bracing members, four equivalent wall units of bracing members are mutually symmetrical arranged in 90 degree of angles, aforementioned four steel
Support the same root post 1 of equivalent wall units shared, crossbeam 2 and K-type support frame 3 and the column 1 of the equivalent wall unit of each bracing members
A side be connected.
The multiple combination wall unit that aforementioned four preferred embodiment of the present invention is provided, including two, three or four as above
The equivalent wall unit of described bracing members, the multiple equivalent same root post of wall units shared of bracing members, and be in 90 around column
Degree or 180 degree angle be symmetrical arranged, disclosure satisfy that the flexible arrangement of construction wall, and further improve building anti-side rigidity,
Limit lateral capacity and stability.
Obviously, those skilled in the art can carry out various changes and modification without deviating from this hair to the embodiment of the present invention
Bright spirit and scope.So, if these modifications of the invention and modification belong to the claims in the present invention and its equivalent technologies
Within the scope of, then the present invention is also intended to comprising these changes and modification.
Claims (14)
1. the equivalent wall unit of a kind of bracing members, it is characterised in that including column, K-type support frame, and it is horizontally disposed and with it is described
Column and the twice crossbeam of K-type support frame two ends connection, wherein, K-type support frame includes perpendicular strut and two hounds, described perpendicular
Strut is vertically arranged and two ends connect with corresponding crossbeam respectively, and two hounds and perpendicular strut are set in K-type, and every
Hound one end is connected to perpendicular strut middle part, and the other end is connected with column.
2. the equivalent wall unit of bracing members according to claim 1, it is characterised in that the column include rectangle steel tubing string,
Circular steel tubing string, rectangular steel-tube concrete column, circular steel tube concrete post, I-shaped steel column, cross I-shaped steel and steel post, double channel-section steels
Post or L-shaped, T-shaped, groined type abnormal shape compound section steel column；Per pass crossbeam is steel I-beam.
3. the equivalent wall unit of bracing members according to claim 2, it is characterised in that the column side and crossbeam junction
With crossbeam connection end, and crossbeam connection end section is in I-shaped.
4. the equivalent wall unit of bracing members according to claim 3, it is characterised in that when the column is rectangular steel pipe or square
During shape concrete filled steel tube, the crossbeam connection end can set inner ring plate or outer ring plate with column junction on column；Or in horizontal stroke
The laminating of beam connection end flange plate both sides sets edge of a wing side connecting plate, and crossbeam connection end flange plate width is connected with two edges of a wing side
Plate thickness sum is not more than the section length of side of the column.
5. the equivalent wall unit of bracing members according to claim 3, it is characterised in that when the column is round steel pipe or circle
During shape concrete filled steel tube, the crossbeam connection end sets inner ring plate or outer ring plate with column junction on column.
6. the equivalent wall unit of bracing members according to claim 3, it is characterised in that when the column be I-shaped steel column,
Cross I-shaped steel and steel post, double flute shape steel column and L-shaped, T-shaped, groined type abnormal shape compound section steel column when, the crossbeam connection end with
Column junction sets diaphragm plate on column.
7. the equivalent wall unit of bracing members according to claim 3, it is characterised in that per pass crossbeam and the crossbeam connection end
The section edge of a wing at using butt welding be connected, and per pass crossbeam and the crossbeam connection end web by connect crab bolt connect
Connect.
8. the equivalent wall unit of bracing members according to claim 1, it is characterised in that every hound sets with column junction
Connection member is equipped with, the connection member includes T-shaped end plate and otic placode, and the T-shaped end plate is connected with corresponding hound, described
Otic placode is connected with the crossbeam connection end of every root post, and the T-shaped end plate and otic placode pass through hinge.
9. the equivalent wall unit of bracing members according to claim 1, it is characterised in that every crossbeam is logical with perpendicular strut junction
Cross on montant end-plate bolted connections, and every crossbeam cantilever diaphragm corresponding with perpendicular strut junction and be provided with ribbed stiffener.
10. the equivalent wall unit of bracing members according to claim 1, it is characterised in that the hound and perpendicular strut include
It is round steel pipe, rectangular steel tube, I-steel support, T steel support, L-shaped bracing members, flute profile bracing members, cross bracing members, anti-
Buckling support or damper.
11. a kind of " yi word pattern " faced wall units, it is characterised in that including two as any one of claim 1~10
The equivalent wall unit of bracing members, described two equivalent wall units of bracing members are symmetrical arranged in 180 degree angle, and described two steel branch
Support the equivalent same root post of wall units shared, the crossbeam and K-type support frame of the equivalent wall unit of each bracing members with one of column
Side is connected.
12. a kind of " L-type " faced wall units, it is characterised in that including two steel as any one of claim 1~10
Equivalent wall unit is supported, described two equivalent wall units of bracing members are set in 90 degree of angles, and the equivalent wall of described two bracing members
The same root post of units shared, the crossbeam and K-type support frame of the equivalent wall unit of each bracing members are connected with a side of column
Connect.
13. a kind of " T-shaped " faced wall units, it is characterised in that including three steel as any one of claim 1~10
Equivalent wall unit, the equivalent wall unit of two of which bracing members is supported to be symmetrical arranged in 180 degree angle；The 3rd equivalent wall of bracing members
Unit is set with the equivalent wall unit of another two bracing members in 90 degree of angles；The equivalent wall units shared of three bracing members is same
Root post, the crossbeam and K-type support frame of the equivalent wall unit of each bracing members are connected with a side of column.
14. a kind of " cross " faced wall units, it is characterised in that including four as any one of claim 1~10
The equivalent wall unit of bracing members, the equivalent wall unit of four bracing members is mutually symmetrical arranged in 90 degree of angles, and four steel
Support the equivalent same root post of wall units shared, the crossbeam and K-type support frame of the equivalent wall unit of each bracing members and the one of column
Individual side is connected.
Priority Applications (1)
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| WO2016197919A1 (en) * | 2015-06-08 | 2016-12-15 | 上海市机械施工集团有限公司 | Prefabricated light steel concrete plate column structure and construction method therefor |
| CN206174126U (en) * | 2017-01-18 | 2017-05-17 | 中国电子工程设计院 | Steel shotcrete equivalence wall unit and faced wall unit |
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| CN102296705A (en) * | 2011-06-17 | 2011-12-28 | 清华大学 | Composite steel pipe concrete column and steel beam connecting node |
| CN203080722U (en) * | 2013-02-18 | 2013-07-24 | 积水住宅株式会社 | Shock-absorbing structure for building |
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Effective date of registration: 20190125 Address after: 100142 Linglong Tiandi B Block 160 West Fourth Ring North Road, Haidian District, Beijing Applicant after: Angang Zhongdian Steel Structure Co.,Ltd. Address before: 100142 Linglong Tiandi B Block 160 West Fourth Ring North Road, Haidian District, Beijing Applicant before: CHINA ELECTRONICS ENGINEERING DESIGN INSTITUE |
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Address after: 100142 Linglong Tiandi B Block 160 West Fourth Ring North Road, Haidian District, Beijing Applicant after: Angang Zhongdian Construction Technology Co.,Ltd. Address before: 100142 Linglong Tiandi B Block 160 West Fourth Ring North Road, Haidian District, Beijing Applicant before: Angang Zhongdian Steel Structure Co.,Ltd. |