CN205688616U - A kind of T-shaped rib of prefabricated armored concrete block anti-buckling steel plate seismic structural wall, earthquake resistant wall - Google Patents
A kind of T-shaped rib of prefabricated armored concrete block anti-buckling steel plate seismic structural wall, earthquake resistant wall Download PDFInfo
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- CN205688616U CN205688616U CN201620639046.2U CN201620639046U CN205688616U CN 205688616 U CN205688616 U CN 205688616U CN 201620639046 U CN201620639046 U CN 201620639046U CN 205688616 U CN205688616 U CN 205688616U
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Abstract
The utility model discloses the T-shaped rib of a kind of prefabricated armored concrete block anti-buckling steel plate seismic structural wall, earthquake resistant wall.Including steel plate wall, prefabricated armored concrete block, T-shaped rib, steel column and girder steel, steel plate wall is placed in the framework formed by steel column and girder steel, T-shaped rib direction parallel interval horizontally or vertically is fixed on steel plate wall both sides metope in uniform way, the T-shaped rib edge of a wing is parallel with steel plate wall, T-shaped rib web is vertical with steel plate wall, the end face of T-shaped rib web welds with steel plate wall, it is provided with the reserved T-shaped rib edge of a wing at the edge that girder steel or steel column are connected with steel plate wall, in the space that the T-shaped rib edge of a wing, T-shaped rib web, the reserved T-shaped rib edge of a wing and steel plate wall surround, is filled with prefabricated armored concrete block.This utility model undertakes horizontal force under geological process, complete buckling and the cripling of steel plate wall can be prevented, steel plate wall can only be surrendered, improve the shear-carrying capacity of steel plate wall, bending resistance Compressive Bearing Capacity and shake greatly energy dissipation capacity, simple structure, reasonable stress, easy construction, industrialization degree is high.
Description
Technical field
This utility model relate to the T-shaped rib of a kind of prefabricated armored concrete block anti-buckling steel plate seismic structural wall, earthquake resistant wall, belongs to building knot
Structure field of engineering technology, can be widely used among the Lateral Resistant System of all kinds of steel building.
Background technology
In high-rise building steel structure, mainly have for resisting the Lateral Resistant System of the horizontal force such as wind load, geological process
Concrete shear force wall, bracing members, steel plate shear force wall etc..
Concrete shear force wall and steel construction are used together, and belong to mixed structure, rely on concrete shear force wall to provide anti-side firm
Spending and bear horizontal force, requiring structure lateral displacement strict, the advantage that steel construction anti-side ductility is good cannot play.
Bracing members has preferable lateral resistance behavior, but it is complicated to support the connection joint structure between beam column, and steel using amount is big,
And fabrication and processing cost is high, site operation error is big.Under bracing members geological process occur flexing, bearing capacity with sidesway increase and
Decreasing sharply, anti-seismic performance is the best.
Steel plate shear force wall is simple due to component form, and node easily realizes, stress performance is excellent in connection, obtains widely
Application.
Second stage in Aseismic Design, it is desirable to steel plate shear force wall has preferable plastic deformation to consume more seismic energy
Amount.And steel plate shear force wall vertically and horizontally yardstick is relatively big, steel plate thickness is comparatively small, it is easy to occur unstability to make bending resistance and resistance to compression
Bearing capacity drastically declines, shear-carrying capacity then by development the oblique pull field of force be able to a part reservation, but the oblique pull field of force pair with
The pillar being connected be applied with the biggest lateral load, pillar itself has by stretch bending and possibility that the outer torsional of plane occurs.
The most conventional method overcoming steel plate shear force wall unstability has two kinds.The first is to arrange to add on steel plate shear force wall
Strength rib, has the ribbed stiffener of both direction in length and breadth, needs to arrange according to calculating, steel plate shear force wall is divided into lattice, reduce width
Thickness rate, improves flexing bearing capacity.Second method is fixing concrete plate outside steel plate shear force wall, utilizes the firm of concrete slab
Degree retrains steel plate shear force wall, it is to avoid the flexing of steel plate shear force wall.
The stiffened steel plate shear wall that first method describes, ribbed stiffener welds together with steel plate shear force wall, horizontal masterpiece
With lower ribbed stiffener and steel plate shear force wall cooperative bearing, cooperative transformation.Steel plate shear force wall can not be moulded alone in development freely in face
Property deformation.
The concrete constraint steel plate shear force wall that second method describes, in order to the most solid between concrete slab and steel plate
Fixed, need perforate or weld bolt on steel plate shear force wall, by bolt, both sides concrete slab is fixed on steel plate wall.This
Structure connects complexity, needs to make finished product member, transport and installation requirement in factory high.
Utility model content
In order to solve problem present in background technology, it is T-shaped that this utility model provides a kind of prefabricated armored concrete block
Rib anti-buckling steel plate seismic structural wall, earthquake resistant wall, can facilitate assembled in situ, has reasonable stress compared with traditional steel plate shear force wall, and structure constructs
Simply, facilitate the features such as site operation, improve steel plate wall shear-carrying capacity, bending resistance Compressive Bearing Capacity and big shake power consumption energy
The stability in the larges such as power.
The technical solution adopted in the utility model is:
This utility model includes steel plate wall, prefabricated armored concrete block, T-shaped rib, steel column and girder steel, and steel plate wall is placed in by steel
In the framework that post and girder steel are formed, steel plate wall surrounding is fixed with girder steel, steel column and is connected, and many T-shaped ribs are parallel is fixed on steel plate wall
Both sides metope, prefabricated armored concrete block is filled between T-shaped rib and steel plate wall, the both sides metope of steel plate wall be disposed with mainly by
The anti-buckling structure that T-shaped rib and prefabricated armored concrete block are constituted.
Described T-shaped rib direction parallel interval horizontally or vertically is fixed on steel plate wall both sides metope, the T-shaped rib wing in uniform way
Edge is parallel with steel plate wall, and T-shaped rib web is vertical with steel plate wall, and the end face of T-shaped rib web welds with steel plate wall, the T-shaped rib edge of a wing, T
It is filled with prefabricated armored concrete block in the space that type rib web and steel plate wall surround；It is connected with steel plate wall at girder steel or steel column
Edge be provided with and extend and the reserved T-shaped rib edge of a wing parallel with steel plate wall along steel plate wall, the T-shaped rib edge of a wing, T-shaped rib web, reserve T
It is filled with prefabricated armored concrete block in the space that the type rib edge of a wing and steel plate wall surround；On girder steel, lower flange is provided with to web
The reserved T-shaped rib edge of a wing that center extends, the reserved T-shaped rib edge of a wing of upper and lower sides and girder steel are filled with prefabricated in surrounding the space formed
Armored concrete block；Prevent described seismic structural wall, earthquake resistant wall flexing from making it by the setting of above T-shaped rib and prefabricated armored concrete block
Can only surrender.
Described T-shaped rib is in horizontal direction along the elongated setting of steel plate wall, before filling described prefabricated armored concrete block, T-shaped
The T-shaped rib edge of a wing of rib a portion is removed provides future insufficiency, after filling full prefabricated armored concrete block by future insufficiency
Again the T-shaped rib edge of a wing of future insufficiency part is welded to T-shaped rib web.
Described T-shaped rib be vertical direction along the elongated setting of steel plate wall, before filling described prefabricated armored concrete block, T-shaped
The T-shaped rib edge of a wing of rib upper part is removed provides future insufficiency, fills after full prefabricated armored concrete block again by future insufficiency
The T-shaped rib edge of a wing of future insufficiency part is welded to T-shaped rib web.
When being limited by transportation clearance, steel plate wall can be along being highly divided into two pieces or three pieces, now steel plate wall positive and negative two
The T-shaped ribbed stiffener in face can be through, i.e. replaces with an I-steel, and upper and lower steel plate wall welds with I-steel.
Described steel plate wall is formed through same steel plate with the web of girder steel, and the edge of a wing of girder steel is welded on this block plate
On.
Described prefabricated armored concrete block is rectangle along the cross section in T-shaped rib direction.
Described prefabricated armored concrete block is convex shape along the cross section in T-shaped rib direction, and the outside of convex shape protrudes from T-shaped
Outside the rib edge of a wing, to reduce or to avoid the rendering of outer surface, can the fireproof coating of brushing easily outside the most T-shaped rib edge of a wing.
Described steel column replaces with steel core concrete column.
Described steel plate wall surrounding is welded to connect with between girder steel, steel column respectively or bolt is connected or bolted and welded connection.
T-shaped rib of the present utility model and steel plate shear force wall are processed in factory, and prefabricated armored concrete block is in factory or existing
Field is prefabricated, and precast concrete block can be assembled in the T-shaped rib of steel plate wall before steel plate wall lifts, it is also possible to lifts at steel plate wall
Put in place and install after being connected with girder steel, steel column.
Know-why of the present utility model is mainly: 1.T type rib is that horizontal or vertical direction is arranged, at horizontal force action
Under, mainly being undertaken horizontal shear by steel plate shear force wall, T-shaped rib, for preventing the complete buckling of steel plate wall, can effectively prevent steel
The overall collapse of board wall.Precast concrete block is not subject between other active forces, and steel plate wall to slide, and is mainly used in preventing
The cripling of steel plate wall so that steel plate wall can only be surrendered, improves the shear-carrying capacity of steel plate wall and big shake power consumption property
Energy.2. precast concrete block is filled between T-shaped rib and steel plate wall, does not has cohesive force between steel plate wall and precast concrete block,
Steel plate wall can relative to precast concrete block slidably.
The beneficial effects of the utility model are mainly reflected in:
1) seismic structural wall, earthquake resistant wall simple structure, easy to process, facilitate assembled in situ；
2) parts definite functions, convenient design；
3) steel plate wall of the present utility model undertakes horizontal force under geological process, can prevent the complete buckling drawn game of steel plate wall
Portion's flexing so that steel plate wall can only be surrendered, improves the shear-carrying capacity of steel plate wall, bending resistance Compressive Bearing Capacity and shakes greatly consumption
Can ability.
This utility model simple structure, reasonable stress, T-shaped rib and steel plate wall make in factory, prefabricated armored concrete block
Can be with assembled in situ, easy construction, industrialization degree is high.
Accompanying drawing explanation
Fig. 1 is this utility model seismic structural wall, earthquake resistant wall elevation, and T-shaped rib is that level is to layout；
Fig. 2 is this utility model seismic structural wall, earthquake resistant wall assembly process figure, and T-shaped rib is that level is to layout；
Fig. 3 is this utility model seismic structural wall, earthquake resistant wall right view, and T-shaped rib is that level is to layout；Wherein (a) is precast concrete block side
Face is convex, and (b) is that precast concrete block side is rectangular.
Fig. 4 is this utility model seismic structural wall, earthquake resistant wall elevation, and T-shaped rib is that vertical direction is arranged；
Fig. 5 is this utility model seismic structural wall, earthquake resistant wall assembly process figure, and T-shaped rib is that vertical direction is arranged；
Fig. 6 is this utility model seismic structural wall, earthquake resistant wall top view, and T-shaped rib is that vertical direction is arranged；
Fig. 7 is side convex precast concrete block three-dimensional shaft mapping, plane graph and right view respectively.
Fig. 8 is side rectangle precast concrete block three-dimensional shaft mapping, plane graph and right view respectively.
In figure: 1, steel column；2, girder steel；3, steel plate wall；4, the T-shaped rib edge of a wing；5, T-shaped rib web；6, precast concrete block；7、
The reserved T-shaped rib edge of a wing；8, weld seam.
Detailed description of the invention
The utility model is described in further detail with embodiment below in conjunction with the accompanying drawings.
Embodiment 1
The present embodiment includes steel plate wall 3, prefabricated armored concrete block 6, T-shaped rib, steel column 1 and girder steel 2, and steel plate wall 3 is placed in
In the framework formed by steel column 1 and girder steel 2, steel plate wall 3 surrounding is fixed weld with girder steel 2, steel column 1.
As it is shown in figure 1, steel plate shear force wall undertakes horizontal shear, T-shaped rib parallel interval in the horizontal direction is fixed in uniform way
Steel plate wall 3 both sides metope, for preventing the complete buckling of steel plate wall, the T-shaped rib edge of a wing 4 is parallel with steel plate wall 3, and T-shaped rib is specifically real
Executing and can be welded by the T-shaped rib edge of a wing 4 and T-shaped rib web 5, T-shaped rib web 5 one end is welded with the T-shaped rib edge of a wing 4, the other end with
Steel plate wall 3 welds together, and T-shaped rib web 5 is vertical with steel plate wall 3, and the T-shaped rib edge of a wing 4, T-shaped rib web 5 and steel plate wall 3 surround
Space in be filled with prefabricated armored concrete block 6.
It is provided with at the edge that girder steel 2 or steel column 1 connect with steel plate wall 3 and extends along steel plate wall 3 and parallel with steel plate wall 3
The reserved T-shaped rib edge of a wing 7, precast concrete block is not subject to other active forces, the T-shaped rib edge of a wing 4, T-shaped rib web 5, the reserved T-shaped rib wing
It is filled with prefabricated armored concrete block 6 in the space that edge 7 and steel plate wall 3 surround.
As in figure 2 it is shown, T-shaped rib is in horizontal direction along the elongated setting of steel plate wall 3, fill described prefabricated armored concrete block 6
Before, go the T-shaped rib edge of a wing 4 of T-shaped rib wherein mid portion, divided by providing future insufficiency, to be packed into prefabricated joining by future insufficiency
After reinforced concrete block 6 is full of, the more T-shaped rib edge of a wing 4 of future insufficiency part is welded to T-shaped rib web 5 by weld seam 8.
Prefabricated armored concrete block 6 is as it is shown in fig. 7, prefabricated armored concrete block 6 is type along the cross section in T-shaped rib direction
Shape, it is outside that the outside of convex shape protrudes from the T-shaped rib edge of a wing 4, as shown in Fig. 3 (a), to reduce or to avoid the rendering of outer surface, this
Can the fireproof coating of brushing easily outside the sample T-shaped rib edge of a wing.
Not having cohesive force between steel plate wall and precast concrete block, steel plate wall can be relative to precast concrete block free skating
Dynamic, can prevent described seismic structural wall, earthquake resistant wall flexing from there through arranging of above T-shaped rib and prefabricated armored concrete block 6 and make it can only
Surrender.
Embodiment 2
The present embodiment includes steel plate wall 3, prefabricated armored concrete block 6, T-shaped rib, steel column 1 and girder steel 2, and steel plate wall 3 is placed in
In the framework formed by steel column 1 and girder steel 2, steel plate wall 3 surrounding is fixed weld with girder steel 2, steel column 1.
As shown in Figure 4, steel plate shear force wall undertakes horizontal shear, and T-shaped rib vertically parallel interval is fixed in uniform way
Steel plate wall 3 both sides metope, for preventing the complete buckling of steel plate wall, the T-shaped rib edge of a wing 4 is parallel with steel plate wall 3, and T-shaped rib is specifically real
Executing and can be welded by the T-shaped rib edge of a wing 4 and T-shaped rib web 5, T-shaped rib web 5 one end is welded with the T-shaped rib edge of a wing 4, the other end with
Steel plate wall 3 welds together, and T-shaped rib web 5 is vertical with steel plate wall 3, and the T-shaped rib edge of a wing 4, T-shaped rib web 5 and steel plate wall 3 surround
Space in be filled with prefabricated armored concrete block 6.
It is provided with at the edge that girder steel 2 or steel column 1 connect with steel plate wall 3 and extends along steel plate wall 3 and parallel with steel plate wall 3
The reserved T-shaped rib edge of a wing 7, precast concrete block is not subject to other active forces, the T-shaped rib edge of a wing 4, T-shaped rib web 5, the reserved T-shaped rib wing
It is filled with prefabricated armored concrete block 6 in the space that edge 7 and steel plate wall 3 surround.
As it is shown in figure 5, T-shaped rib be vertical direction along the elongated setting of steel plate wall 3, fill described prefabricated armored concrete block 6
Before, the T-shaped rib edge of a wing 4 of T-shaped rib upper part is removed provides future insufficiency, fills full prefabricated armored concrete by future insufficiency
After block 6, the more T-shaped rib edge of a wing 4 of future insufficiency part is welded to T-shaped rib web 5 by weld seam 8.
Prefabricated armored concrete block 6 is as it is shown in fig. 7, prefabricated armored concrete block 6 is type along the cross section in T-shaped rib direction
Shape, it is outside that the outside of convex shape protrudes from the T-shaped rib edge of a wing 4, as shown in Figure 6, to reduce or to avoid the rendering of outer surface, such T
Can the fireproof coating of brushing easily outside the type rib edge of a wing.
Not having cohesive force between steel plate wall and precast concrete block, steel plate wall can be relative to precast concrete block free skating
Dynamic, can prevent described seismic structural wall, earthquake resistant wall flexing from there through arranging of above T-shaped rib and prefabricated armored concrete block 6 and make it can only
Surrender.
Embodiment 3
As it is shown in figure 1, the present embodiment include steel plate wall 3, prefabricated armored concrete block 6, T-shaped rib, steel core concrete column and
Girder steel 2, steel plate wall 3 is placed in the framework formed by steel core concrete column and girder steel 2, and steel plate wall 3 surrounding is mixed with girder steel 2, steel pipe
The fixing welding of solidifying earth pillar.
Steel plate shear force wall undertakes horizontal shear, steel plate wall 3 along being highly divided into two pieces or three pieces, the T of steel plate wall 3 both side surface
The same I-steel of the through employing of shaped steel replaces, and the steel plate wall 3 of upper and lower block welds with I-steel.Steel plate wall 3 and the web of girder steel 2
Being formed through same steel plate, the edge of a wing of girder steel 2 is welded on this block plate.
T-shaped rib parallel interval in the horizontal direction is fixed on steel plate wall 3 both sides metope in uniform way, for preventing the whole of steel plate wall
Body flexing, the T-shaped rib edge of a wing 4 is parallel with steel plate wall 3, T-shaped rib be embodied as to be welded by the T-shaped rib edge of a wing 4 and T-shaped rib web 5 and
Becoming, T-shaped rib web 5 one end is welded with the T-shaped rib edge of a wing 4, and the other end welds together with steel plate wall 3, T-shaped rib web 5 and steel plate
Wall 3 is vertical, is filled with prefabricated armored concrete block 6 in the space that the T-shaped rib edge of a wing 4, T-shaped rib web 5 and steel plate wall 3 surround.
It is provided with at the edge that girder steel 2 or steel core concrete column are connected with steel plate wall 3 and extends along steel plate wall 3 and and steel plate wall
The 3 parallel reserved T-shaped rib edges of a wing 7, precast concrete block is not subject to other active forces, the T-shaped rib edge of a wing 4, T-shaped rib web 5, reserved
It is filled with prefabricated armored concrete block 6 in the space that the T-shaped rib edge of a wing 7 and steel plate wall 3 surround.
T-shaped rib be vertical direction along the elongated setting of steel plate wall 3, before filling described prefabricated armored concrete block 6, on T-shaped rib
The T-shaped rib edge of a wing 4 of end portion is removed provides future insufficiency, will after filling full prefabricated armored concrete block 6 by future insufficiency again
The T-shaped rib edge of a wing 4 of future insufficiency part is welded to T-shaped rib web 5.
Prefabricated armored concrete block 6 is rectangle along the cross section in T-shaped rib direction, as shown in Fig. 3 (b), and steel plate when painting metope
Space between the T-shaped rib edge of a wing 4 is filled completely by wall outer surface by painting.
Not having cohesive force between steel plate wall and precast concrete block, steel plate wall can be relative to precast concrete block free skating
Dynamic, can prevent described seismic structural wall, earthquake resistant wall flexing from there through arranging of above T-shaped rib and prefabricated armored concrete block 6 and make it can only
Surrender.
Claims (10)
1. the T-shaped rib of a prefabricated armored concrete block anti-buckling steel plate seismic structural wall, earthquake resistant wall, it is characterised in that: include steel plate wall (3), prefabricated
Armored concrete block (6), T-shaped rib, steel column (1) and girder steel (2), steel plate wall (3) is placed in and is formed by steel column (1) and girder steel (2)
In framework, steel plate wall (3) surrounding and girder steel (2), steel column (1) is fixing is connected, and many T-shaped ribs are parallel is fixed on steel plate wall (3) two
Side wall, prefabricated armored concrete block (6) is filled between T-shaped rib and steel plate wall (3), and the both sides metope of steel plate wall (3) is arranged
There is the anti-buckling structure being mainly made up of T-shaped rib and prefabricated armored concrete block (6).
The one the most according to claim 1 T-shaped rib of prefabricated armored concrete block anti-buckling steel plate seismic structural wall, earthquake resistant wall, its feature exists
In: described T-shaped rib direction parallel interval horizontally or vertically is fixed on steel plate wall (3) both sides metope, the T-shaped rib edge of a wing in uniform way
(4) parallel with steel plate wall (3), T-shaped rib web (5) is vertical with steel plate wall (3), the end face of T-shaped rib web (5) and steel plate wall (3)
Welding, is filled with prefabricated armored concrete block in the space that the T-shaped rib edge of a wing (4), T-shaped rib web (5) and steel plate wall (3) surround
(6)；Be provided with at the edge that girder steel (2) or steel column (1) are connected with steel plate wall (3) along steel plate wall (3) extend and with steel plate wall (3)
The parallel reserved T-shaped rib edge of a wing (7), the T-shaped rib edge of a wing (4), T-shaped rib web (5), the reserved T-shaped rib edge of a wing (7) and steel plate wall (3)
It is filled with prefabricated armored concrete block (6) in the space surrounded；The upper lower flange of girder steel (2) is provided with to the extension of web center
The reserved T-shaped rib edge of a wing (7), the reserved T-shaped rib edge of a wing (7) of upper and lower sides and girder steel (2) are filled with prefabricated in surrounding the space formed
Armored concrete block (6)；Prevent described seismic structural wall, earthquake resistant wall flexing by the setting of above T-shaped rib and prefabricated armored concrete block (6) and
It can only be surrendered.
The one the most according to claim 2 T-shaped rib of prefabricated armored concrete block anti-buckling steel plate seismic structural wall, earthquake resistant wall, its feature exists
In: described T-shaped rib, in horizontal direction along steel plate wall (3) elongated setting, fills described prefabricated armored concrete block (6) front, T-shaped
The T-shaped rib edge of a wing (4) of rib a portion is removed provides future insufficiency, fills full prefabricated armored concrete block by future insufficiency
(6) the more T-shaped rib edge of a wing (4) of future insufficiency part is welded to T-shaped rib web (5) after.
The one the most according to claim 2 T-shaped rib of prefabricated armored concrete block anti-buckling steel plate seismic structural wall, earthquake resistant wall, its feature exists
In: described T-shaped rib be vertical direction along steel plate wall (3) elongated setting, fill described prefabricated armored concrete block (6) front, T-shaped
The T-shaped rib edge of a wing (4) of rib upper part is removed provides future insufficiency, fills full prefabricated armored concrete block by future insufficiency
(6) the more T-shaped rib edge of a wing (4) of future insufficiency part is welded to T-shaped rib web (5) after.
The one the most according to claim 2 T-shaped rib of prefabricated armored concrete block anti-buckling steel plate seismic structural wall, earthquake resistant wall, its feature exists
In: described steel plate wall (3) is along being highly divided into two pieces or three pieces, and the through employing of T-steel of steel plate wall (3) both side surface is same
I-steel replaces, and the steel plate wall (3) of upper and lower block welds with I-steel.
The one the most according to claim 2 T-shaped rib of prefabricated armored concrete block anti-buckling steel plate seismic structural wall, earthquake resistant wall, its feature exists
In: described steel plate wall (3) is formed through same steel plate with the web of girder steel (2), and the edge of a wing of girder steel (2) is welded on this block steel
On plate.
7. according to the arbitrary described one T-shaped rib of the prefabricated armored concrete block anti-buckling steel plate seismic structural wall, earthquake resistant wall of claim 1～6, its
It is characterised by: described prefabricated armored concrete block (6) is rectangle along the cross section in T-shaped rib direction.
8. according to the arbitrary described one T-shaped rib of the prefabricated armored concrete block anti-buckling steel plate seismic structural wall, earthquake resistant wall of claim 1～6, its
Being characterised by: described prefabricated armored concrete block (6) is convex shape along the cross section in T-shaped rib direction, the outside of convex shape highlights
Outside in the T-shaped rib edge of a wing (4), to reduce or to avoid the rendering of outer surface.
9. according to the arbitrary described one T-shaped rib of the prefabricated armored concrete block anti-buckling steel plate seismic structural wall, earthquake resistant wall of claim 1～6, its
It is characterised by: described steel column (1) replaces with steel core concrete column.
10. according to the arbitrary described one T-shaped rib of the prefabricated armored concrete block anti-buckling steel plate seismic structural wall, earthquake resistant wall of claim 1～6, its
It is characterised by: described steel plate wall (3) surrounding is welded to connect with between girder steel (2), steel column (1) respectively or bolt is connected or bolt weldering
Hybrid connections.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620639046.2U CN205688616U (en) | 2016-06-22 | 2016-06-22 | A kind of T-shaped rib of prefabricated armored concrete block anti-buckling steel plate seismic structural wall, earthquake resistant wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620639046.2U CN205688616U (en) | 2016-06-22 | 2016-06-22 | A kind of T-shaped rib of prefabricated armored concrete block anti-buckling steel plate seismic structural wall, earthquake resistant wall |
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|---|---|
| CN205688616U true CN205688616U (en) | 2016-11-16 |
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|---|---|---|---|
| CN201620639046.2U Withdrawn - After Issue CN205688616U (en) | 2016-06-22 | 2016-06-22 | A kind of T-shaped rib of prefabricated armored concrete block anti-buckling steel plate seismic structural wall, earthquake resistant wall |
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| CN (1) | CN205688616U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105908856A (en) * | 2016-06-22 | 2016-08-31 | 杭州铁木辛柯钢结构设计有限公司 | Prefabricated reinforcement concrete block T-shaped rib anti-buckling steel plate earthquake resistant wall |
-
2016
- 2016-06-22 CN CN201620639046.2U patent/CN205688616U/en not_active Withdrawn - After Issue
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105908856A (en) * | 2016-06-22 | 2016-08-31 | 杭州铁木辛柯钢结构设计有限公司 | Prefabricated reinforcement concrete block T-shaped rib anti-buckling steel plate earthquake resistant wall |
| CN105908856B (en) * | 2016-06-22 | 2018-03-16 | 杭州铁木辛柯钢结构设计有限公司 | The prefabricated anti-buckling steel plate seismic structural wall, earthquake resistant wall of the T-shaped rib of armored concrete block |
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