CN206070803U - The close post steel plate energy-consuming shear wall structure of L-shaped concrete filled steel tube - Google Patents
The close post steel plate energy-consuming shear wall structure of L-shaped concrete filled steel tube Download PDFInfo
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- CN206070803U CN206070803U CN201620774940.0U CN201620774940U CN206070803U CN 206070803 U CN206070803 U CN 206070803U CN 201620774940 U CN201620774940 U CN 201620774940U CN 206070803 U CN206070803 U CN 206070803U
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Abstract
This utility model is related to a kind of close post steel plate energy-consuming shear wall structure of L-shaped concrete filled steel tube, including：Spaced steel pipe column, is perfused with concrete column core, and the L-shaped setting of the steel pipe column in the steel pipe column；And the Wasted-energy steel plate being located between two adjacent steel pipe columns is propped up, the Wasted-energy steel plate and the corresponding steel pipe column connect.Connect to form energy-consuming shear wall structure using steel pipe column and Wasted-energy steel plate, bearing capacity is big, vertical and horizontal loading is born by concrete filled steel tube, the energy that accidental action is produced is consumed by Wasted-energy steel plate, reduce the destructiveness of accidental action, the energy-consuming shear wall structure may replace the big steel column in existing structure middle section, and energy-consuming shear wall structure is identical with the thickness of building enclosure, indoor dew post is solved the problems, such as, i.e., indoor external corner problem.
Description
Technical field
This utility model is related to the realm of building construction, refers in particular to a kind of close post steel plate energy-consuming shear wall knot of L-shaped concrete filled steel tube
Structure.
Background technology
Under China's tradition extensive style dwelling construction pattern, dwelling construction is high to artificial degree of dependence, and energy resource is utilized
Efficiency is low, and causes serious environmental pollution, and define housing industrialization and green residence building to a certain extent forces machine
System.
The characteristics of intrinsic prefabrication and assembly construction degree of steel construction is high, easily realizes production standard and component component, is adapted to propulsion
Housing industrialization, in addition steel there are energy-saving and emission-reduction and recycle that house can reduce ecological environment using steel construction
Load.So, steel house is Green Architectural Development trend, is conducive to developing low-carbon economy and recycling economy, is conducive to building
If resource-conserving and environment-friendly society.Compared to traditional concrete component, steel construction is lightweight, and intensity is big, and price is low
It is honest and clean, ground and foundation cost are advantageously reduced, and anti-seismic performance is superior.Steel construction is the important ring in industrial chain, steel construction
The sudden emergence of house will cause the profound change of building trade, promote close cooperation and depth between industrial chain relevant enterprise to melt
Close, lead the industry restructuring of enterprise.
Frequently with steel core concrete column, structure is as shown in figure 1,11 corner portion of body of wall is provided with steel column to housing building of steel-structure
12, the steel column 12 is larger because of column cross-section size, has an angle with the junction of body of wall 11 in steel column 12 and stretches in room, destroys
, i.e., at indoor corner, there is external corner in the globality of the interior space and the suitability.
Utility model content
The purpose of this utility model is the defect for overcoming prior art, there is provided a kind of close post steel plate of L-shaped concrete filled steel tube
Energy-consuming shear wall structure, there is post in solving the problems, such as existing steel construction one jiao stretch into the external corner formed in room.
The technical scheme for realizing above-mentioned purpose is：
This utility model provides a kind of close post steel plate energy-consuming shear wall structure of L-shaped concrete filled steel tube, including：
Spaced steel pipe column, is perfused with concrete column core, and the L-shaped setting of the steel pipe column in the steel pipe column；
And
Prop up the Wasted-energy steel plate between two adjacent steel pipe columns, the Wasted-energy steel plate and the corresponding steel pipe
Post connects.
Connect to form energy-consuming shear wall structure using steel pipe column and Wasted-energy steel plate, bearing capacity is big, bears perpendicular by steel pipe column
To and horizontal loading, by Wasted-energy steel plate deformation come consume accidental action generation energy, reduce accidental action destruction journey
Degree, the energy-consuming shear wall structure may replace the thickness of the big steel column in existing structure middle section, energy-consuming shear wall structure and building enclosure
Degree is identical, solves the problems, such as indoor dew post, i.e., indoor external corner problem.The energy-consuming shear wall structure has simple structure, and intensity is high,
From heavy and light, anti-seismic performance is good, draws materials conveniently.Energy-consuming shear wall structure realizes standardization, and integrated construction is the construction side of bringing
Just.
The close post steel plate energy-consuming shear wall structure of this utility model L-shaped concrete filled steel tube further improvement is that, the consumption
Interior entity plate can be covered with the inside of steel plate, outside is covered with outer body plate.Entity plate and outer in the both sides sandwiched of Wasted-energy steel plate
Entity plate, improves the rigidity of Wasted-energy steel plate by interior entity plate and outer body plate, prevents Wasted-energy steel plate mistake before fully consuming energy
Early bending deformation, preferably plays the power consumption effect of structure.
Further improvement is that for the close post steel plate energy-consuming shear wall structure of this utility model L-shaped concrete filled steel tube, it is described outer
The first branch sleeve is preset with entity plate, corresponding with first branch sleeve second is preset with the interior entity plate and is connected
Female connector cylinder, Wasted-energy steel plate correspondence first branch sleeve and second branch sleeve offer connecting hole, by even
Connecting bolt is screwed together in second branch sleeve, and then wears the connecting hole and be screwed together in first branch sleeve, so as to
Realize being fastenedly connected for the Wasted-energy steel plate, the interior entity plate and the outer body plate.
The close post steel plate energy-consuming shear wall structure of this utility model L-shaped concrete filled steel tube further improvement is that, the company
The diameter with diameter greater than the connecting bolt in hole is connect, be installed between the hole wall of the connecting hole and the connecting bolt with being made
Deformation space.
The close post steel plate energy-consuming shear wall structure of this utility model L-shaped concrete filled steel tube further improvement is that, the company
Hole is connect for slotted eye.
The close post steel plate energy-consuming shear wall structure of this utility model L-shaped concrete filled steel tube further improvement is that, the consumption
The first PLASTIC LAMINATED is covered with the inside of energy steel plate and the steel pipe column, first PLASTIC LAMINATED is located at the portion at the Wasted-energy steel plate
It is divided into as the interior body and the Wasted-energy steel plate between；Second is covered with the outside of the Wasted-energy steel plate and the steel pipe column
PLASTIC LAMINATED, second PLASTIC LAMINATED be located at the part at the Wasted-energy steel plate be located at the outer body plate and the Wasted-energy steel plate it
Between.
The close post steel plate energy-consuming shear wall structure of this utility model L-shaped concrete filled steel tube further improvement is that, described
The outer surface of one PLASTIC LAMINATED and the interior entity plate is covered with the outer of inner trim panels, second PLASTIC LAMINATED and the outer body plate
Surface is covered with heat-insulation plate for external and balustrade exterior panelling.
The close post steel plate energy-consuming shear wall structure of this utility model L-shaped concrete filled steel tube further improvement is that, described
The first branch sleeve is preset with two PLASTIC LAMINATEDs and the outer body plate, is preset in first PLASTIC LAMINATED and the interior entity plate
There is the second branch sleeve corresponding with first branch sleeve, the Wasted-energy steel plate correspondence first branch sleeve and described
Second branch sleeve offers connecting hole, is screwed together in second branch sleeve by connecting bolt, and then wears the connection
Hole is simultaneously screwed together in first branch sleeve, so as to realize the Wasted-energy steel plate, the interior entity plate, first PLASTIC LAMINATED,
Second PLASTIC LAMINATED and the outer body plate are fastenedly connected.
Description of the drawings
Fig. 1 is the attachment structure schematic diagram of existing steel construction center pillar and wall.
Structural representations of the Fig. 2 for the first embodiment of the close post steel plate energy-consuming shear wall structure of this utility model concrete filled steel tube
Figure.
Fig. 3 is the side view of energy-consuming shear wall structure of the present utility model.
Fig. 4 is the structural representation that interior entity plate and outer body plate are equiped with this utility model energy-consuming shear wall structure.
Fig. 5 is the structural representation that multilamellar feature board is installed in this utility model energy-consuming shear wall structure.
Fig. 6 is the structural representation that this utility model energy-consuming shear wall structure is connected with building enclosure.
Fig. 7 is the structural representation of the second embodiment of energy-consuming shear wall structure of the present utility model.
Structural representations of the Fig. 8 for the 3rd embodiment of the close post steel plate energy-consuming shear wall structure of this utility model concrete filled steel tube
Figure.
Structural representations of the Fig. 9 for the fourth embodiment of the close post steel plate energy-consuming shear wall structure of this utility model concrete filled steel tube
Figure.
Sectional views of the Figure 10 for the close post steel plate energy-consuming shear wall structure of this utility model concrete filled steel tube.
Figure 11 is the structural representation of the first embodiment of building enclosure of the present utility model.
Figure 12 is the structural representation of the second embodiment of building enclosure of the present utility model.
Specific embodiment
The utility model is described in further detail with specific embodiment below in conjunction with the accompanying drawings.
This utility model provides a kind of close post steel plate energy-consuming shear wall structure of L-shaped concrete filled steel tube, for solving steel knot
Indoor external corner problem present in structure system.The close post steel plate energy-consuming shear wall structural bearing capacity of concrete filled steel tube of the present utility model
Greatly, anti-seismic performance is good, can replace traditional steel structure column, and the intensity of the energy-consuming shear wall structure is suitable for high residential building,
Energy-consuming shear wall structure is concordant with the surfaces externally and internally of building enclosure, solves the problems, such as the indoor external corner that traditional steel structure column is present.
Energy-consuming shear wall structure of the present utility model and building enclosure, define integration, standardization and fabricated body of wall so that apply
Work is convenient.In the interior outside of energy-consuming shear wall and building enclosure using decorative heat preservation fire prevention integral structure, steel beam column is solved
Fire prevention and heat preservation energy-saving problem.The close post steel plate energy-consuming shear wall structure collection of concrete filled steel tube that this utility model is provided is received
Power, insulation, energy-conservation and fire-proof function also efficiently solve steel construction dew post in one, destroy the globality of the interior space and fit
With the problem of property.Below in conjunction with the accompanying drawings the close post steel plate energy-consuming shear wall structure of this utility model concrete filled steel tube is illustrated.
As shown in Fig. 2, Fig. 6 and Figure 10, energy-consuming shear wall structure 20 of the present utility model and building enclosure 30 can be used to apply
Work dwelling house system, building enclosure 30 are connected between two energy-consuming shear wall structures 20, and building enclosure 30 is equivalent to residential structure
Body of wall, structural column of the energy-consuming shear wall structure 20 equivalent to residential structure, by multiple building enclosures 30 and energy-consuming shear wall
Structure 20 encloses to form residential structure.
As shown in Figures 2 and 3, energy-consuming shear wall structure of the present utility model 20 includes steel pipe column 21 and Wasted-energy steel plate 22,
Concrete column core 211 is perfused with 21 interval setting of steel pipe column, and steel pipe column 21, steel core concrete column, Wasted-energy steel plate 22 is formed
Prop up between two adjacent steel pipe columns 21, the Wasted-energy steel plate 22 is connected with the steel pipe column 21 of its both sides.Steel pipe column 21 can edge
Wall direction interval setting, is connected by Wasted-energy steel plate 22 between two adjacent steel pipe columns 21, defines energy-consuming shear wall knot
Structure.The vertical and horizontal loading that energy-consuming shear wall structure 20 is born, is born by steel pipe column 21, is perfused with mixed inside the steel pipe column 21
Solidifying earth pillar core 211, it is ensured that the structural strength of steel pipe column 21, bearing capacity are big, with preferable stability.Energy-consuming shear wall structure
20 can absorb certain seismic energy by elastic deformation by Wasted-energy steel plate 22, it is ensured that the structure of energy-consuming shear wall structure 20 exists
Heavy damage will not occur under geological process.Wasted-energy steel plate 22 can consume the energy that accidental action (such as earthquake) is produced, and subtract
The little accidental action is to structural damage degree.Energy-consuming shear wall structure is formed using steel pipe column and Wasted-energy steel plate, there is provided preferably
Energy-dissipating property, with stronger stability, and structural strength is high, and bearing capacity is big, and the energy-consuming shear wall structure can replace existing
The steel structure column that has in system of steel residential structure, it is to avoid a jiao of original steel structure column stretches into interior and destroys the interior space
Globality and the suitability problem.
As shown in figure 4, being covered with interior entity plate 23 in the inner side of Wasted-energy steel plate 22, outside is covered with outer body plate 24, interior
The outer surface of entity plate 23 and outer body plate 24 and the flush with outer surface of steel pipe column 21, interior entity plate 23 therein and outer body plate
24 is concrete structural slab.Entity plate 23 and outer body plate 24 in the both sides sandwiched of Wasted-energy steel plate 22, by interior entity plate 23
The rigidity of Wasted-energy steel plate 22 is improved with outer body plate 24, so that Wasted-energy steel plate 22 obtains flat between rigidity and elastic deformation
Weighing apparatus, can give full play to power consumption effect, i.e. Wasted-energy steel plate 22 can either consume energy deformation absorption pressure, again will not be before fully consuming energy
Too early bending deformation.In addition to preventing Wasted-energy steel plate 22 because fully consuming energy and failure of consuming energy, energy-consuming shear wall structure 20 exists
At least provided with two pieces of separate Wasted-energy steel plates 22 on one direction, accordingly even when one piece of power consumption of Wasted-energy steel plate 22 is failed,
There are other effective Wasted-energy steel plates, it can be ensured that energy-consuming shear wall structure 20 is stablized.
As shown in figure 4, the first branch sleeve 25 is preset with outer body plate 24, it is preset with interior entity plate 23 and connects with first
25 corresponding second branch sleeve 26 of female connector cylinder, with reference to shown in Fig. 2 and Fig. 3, correspondence 25 He of the first branch sleeve of Wasted-energy steel plate 22
Second branch sleeve 26 offers connecting hole 221, is screwed together in the second branch sleeve 26 by connecting bolt 27, and then wears connection
Hole 221 is simultaneously screwed together in the first branch sleeve 25, so as to realize the fastening of outer body plate 24, Wasted-energy steel plate 22 and interior entity plate 23
Connection., to have female tube-in-tube structure, the first branch sleeve 25 is advance for first branch sleeve 25 and the second branch sleeve 26
It is placed in outer body plate 24, the second branch sleeve 26 is preset and is placed in interior entity plate 23, and outer body plate 24 is overlying on Wasted-energy steel plate
22 outside, when interior entity plate plate 23 is overlying on the inner side of Wasted-energy steel plate 22, the first branch sleeve 25, the second branch sleeve 26 and
Connecting hole 221 on Wasted-energy steel plate 22 aligns, and connecting bolt 27 is screwed together in the second branch sleeve 26 and the first branch sleeve 25,
Realize interior entity plate 23 and outer body plate 24 clamps Wasted-energy steel plate 22, and be fastenedly connected with Wasted-energy steel plate 22.By connecting spiral shell
Interior entity plate 23 and outer body plate 24 are connected by bolt 27 through Wasted-energy steel plate 22 so that attended operation is simple, easy construction,
Define standardization, integration, assembled energy-consuming shear wall structure.Interior entity plate 23 and outer body plate 24 are real with Wasted-energy steel plate 22
Now be reliably connected, and space left between the two ends and steel pipe column 21 of interior entity plate 23 and outer body plate 24, so that the interior sheet
Body plate 23 and outer body plate 24 do not affect the stress of steel pipe column 21 and Wasted-energy steel plate 22.
As shown in Figure 3 and Figure 4, diameter of the diameter of the connecting hole 221 on Wasted-energy steel plate 22 less than connecting bolt 27, even
Connecting bolt 27 is to be installed with deformation space between the hole wall and connecting bolt 27 of the connecting hole 221, the change through connecting hole 221
Shape space is able to ensure that Wasted-energy steel plate 22 does not interfere with the connection of connecting bolt 27 in power consumption, it is therefore prevented that Wasted-energy steel plate 22 is in consumption
Impact during energy to 27 bonding strength of connecting bolt.It is preferred that the connecting hole 221 is slotted eye, pass through in connecting bolt 27
After slotted eye, the two side of the slotted eye is formed with deformation space between connecting bolt 27, can absorb certain shape
Become, it is to avoid Wasted-energy steel plate 22 produces deformation power to connecting bolt 27 in deformation, and then being fastenedly connected for connecting bolt 27 is made
Into destruction.
As shown in figure 5, being covered with the first PLASTIC LAMINATED 28a, the first PLASTIC LAMINATED in the inner side of Wasted-energy steel plate 22 and steel pipe column 21
28a is located at the part at Wasted-energy steel plate 22 and is located between interior entity plate 23 and Wasted-energy steel plate 22, and the first PLASTIC LAMINATED 28a is located at steel pipe
The part of post 21 is arranged with the flush with outer surface of interior entity plate 23.Second is covered with the outside of Wasted-energy steel plate 22 and steel pipe column 21
PLASTIC LAMINATED 28b, the second PLASTIC LAMINATED 28b are located at the part at Wasted-energy steel plate 22 and are located between outer body plate 24 and Wasted-energy steel plate 22,
The flush with outer surface of part and outer body plate 24 that the second PLASTIC LAMINATED 28b is located at steel pipe column 21 is arranged.Wherein steel pipe column 21 and consumption
The inner side of energy steel plate 22 is that, near indoor side, outside is near outdoor side.By arranging the first PLASTIC LAMINATED 28a and the
Two PLASTIC LAMINATED 28b so that energy-consuming shear wall structure 20 has fire-proof function.As a better embodiment of the present utility model,
First PLASTIC LAMINATED 28a and the second PLASTIC LAMINATED 28b the first branch sleeves 25 of correspondence and the second branch sleeve 26 are also preset with adapter sleeve
Cylinder, and be fastenedly connected by connecting bolt 27 in the lump.As another better embodiment of the present utility model, in the first PLASTIC LAMINATED
The second branch sleeve 26 is preset in 28a and interior entity plate 23, the first connection is preset in the second protective plate 28b and outer body plate 24
Sleeve 25, and then the bolt 27 that is connected is fastenedly connected in the lump.Interior trim is covered with the medial surface of energy-consuming shear wall structure 20
Plate 28c, is covered with warming plate 28d and balustrade exterior panelling 28e in lateral surface, and inner trim panels 28c are covered in the first PLASTIC LAMINATED 28a and interior
The outer surface of entity plate 23, warming plate 28d cover the outer surface in the second PLASTIC LAMINATED 28b and outer body plate 23, balustrade exterior panelling 28e
Cover in the outer surface of warming plate 28d.Warming plate serves the function of insulation, and inner trim panels and balustrade exterior panelling serve decoration
Effect.By arranging warming plate, decorative panel, PLASTIC LAMINATED so that the collection stress of energy-consuming shear wall structure 20, insulation, energy-conservation and fire prevention
Function solves the problems, such as the heat preservation energy-saving of the fire safety problem and body of wall of steel beam column in one.
When the body of wall of dwelling house system is formed using energy-consuming shear wall structure 20 of the present utility model construction, individually can adopt
The energy-consuming shear wall structure 20 is spliced to form body of wall, but do so is relatively costly, for steel house, main stress
Structure is steel structure column and steel structure girder, and the stress of the body of wall between steel structure column and steel structure girder is weaker, so for
The intensity requirement of body of wall can be relatively lower, so when body of wall is constructed, can be by energy-consuming shear wall structure of the present utility model 20
Use as steel structure column, be arranged at the position of the structural column of residential structure or building body, in energy-consuming shear wall 20
End connects building enclosure 30.As shown in fig. 6, the end of energy-consuming shear wall of the present utility model 20 is connected with building enclosure 30,
The building enclosure 30 include along wall direction arrange it is end to end multiple go along with sb. to guard him unit 31, going along with sb. to guard him unit 31 is included located at interior
The steel joist 311 in portion, the outer impeller 313 being installed on the outside of steel joist 311 and the interior impeller being installed on the inside of steel joist 311
314, the outside of steel joist 311 is that, near outdoor side, inner side is near indoor side.Outer impeller 313 and interior impeller 314
Connected mode with steel joist 311 is：The first screw shell 315 is preset with outer impeller 313, be preset with interior impeller 314 with
First screw shell, 315 corresponding second screw shell 316, the both sides of steel joist 311 are provided with connection otic placode 312, in engaging lug
On plate 312, the first screw shell 315 of correspondence and the second screw shell 316 offer pilot hole, are screwed together in by fastening bolt 317
Second screw shell 316, and then wear pilot hole and be screwed together in the first screw shell 315, it is achieved thereby that interior impeller 314, company
Being fastenedly connected for ear connecting plate 312 and outer impeller 313, is formed going along with sb. to guard him unit 31.
The first embodiment of building enclosure 30, as shown in figure 11, the outer impeller 313 gone along with sb. to guard him on unit 31 of building enclosure 30
It is concrete slab with interior impeller 314, two concrete slabs are folded in the both sides of steel joist 311, together form and go along with sb. to guard him unit 31.
The first screw shell 315 and the second screw shell 316 are preset in concrete slab, has then coordinated the fastening of fastening bolt 317 mixed
Concrete board and steel joist 311.Using the combination of steel joist 311 and concrete slab, the structural strength for meeting building enclosure 30 will
Ask, and assemble simple and convenient.
The second embodiment of building enclosure 30, as shown in figure 12, the outer impeller 313 gone along with sb. to guard him on unit 31 includes setting gradually
Outer PLASTIC LAMINATED 3131, outer concrete slab 3132, heat-insulation plate for external 3133 and outer plaque 3134, outer PLASTIC LAMINATED 3131 is overlying on steel dragon
The outside of bone 311, interior impeller 314 include interior PLASTIC LAMINATED 3141, inner concrete plate 3142 and the trim panel 3143 for setting gradually,
Interior PLASTIC LAMINATED 3141 is overlying on the inner side of steel joist.The first thread bush has been preset in outer PLASTIC LAMINATED 3131 and outer concrete slab 3132
Cylinder 315, has preset the second screw shell 316 in interior PLASTIC LAMINATED 3141 and inner concrete plate 3142, coordinates fastening bolt 317 to enter
Row is fastenedly connected.Using PLASTIC LAMINATED, warming plate and concrete slab so that building enclosure collection stress, insulation, energy-conservation and fire prevention
Function solves the problems, such as the heat preservation energy-saving of the fire safety problem and body of wall of steel beam column in one.
Construct elongated shape wall construction when, the length of the wall construction is very long, can adopt and energy-consuming shear wall structure 20 and go along with sb. to guard him
30 alternative splicing of structure is constructed, and in the position for needing reinforcement, arranges one section of energy-consuming shear wall structure 20, and remaining adopts and goes along with sb. to guard him knot
Structure 30, disclosure satisfy that the intensity requirement of wall construction, and with from heavy and light, intensity is high, and anti-seismic performance is good, insulation, fire prevention, energy-conservation etc.
Advantage.
Construction residential structure when, using energy-consuming shear wall structure 20 as residential structure rod structure, using building enclosure
30 as residential structure wall construction, energy-consuming shear wall structure 20 is set at the rod structure of residential structure, such as Fig. 2, Fig. 7 is to such as
Shown in 9, the shape of the energy-consuming shear wall structure 20 can be designed as in-line, L-shaped, T-shaped or cross as needed, in power consumption
The end connection building enclosure 30 of shear wall structure 20, the energy-consuming shear wall structure 20 of in-line are used for the longer wall construction of length
Reinforcing, the energy-consuming shear wall structure 20 of L-shaped is located at the junction of two wall constructions of right angle connection, T-shaped energy-consuming shear wall knot
Structure 20 is used to connect three wall body structures, and cross energy-consuming shear wall structure 20 is used to connect four wall body structures.A wherein word
Steel pipe column 21 in shape energy-consuming shear wall structure 20 is arranged in in-line, and the steel pipe column 21 in L-shaped energy-consuming shear wall structure 20 is in L
Shape is arranged, the 21 T-shaped setting of steel pipe column in T-shaped energy-consuming shear wall structure 20, the steel in cross energy-consuming shear wall structure 20
Tubing string 21 is arranged in cross.With reference to shown in Fig. 3, the girder construction 40 of residential structure is located at building enclosure 30 and energy-consuming shear wall knot
On structure 20, the girder construction adopts girder steel, and in a floor of residential structure, girder steel is located on building enclosure 30, girder steel
On be provided with the building enclosure 30 of a floor.Energy-consuming shear wall structure 20, building enclosure 30 and girder steel are utilized so, can be square
Just construction building house, whole dwelling house system overall structure are simple, and intensity is high, and from heavy and light, anti-seismic performance height is good, construction letter
Just.
As shown in Figure 10, it is shown that connect building enclosure 30 between two L-shaped faced walls, the other end of L-shaped faced wall is also
Other building enclosures, energy-consuming shear wall structure 20 and building enclosure 30 can be connected encloses the room defined in residential structure
Between, the structure for protruding out is had no in the corner in room, energy-consuming shear wall structure of the present utility model 20 solves indoor external corner
Problem, it is ensured that the integrity of the interior space and the suitability.
This utility model is described in detail above in association with accompanying drawing embodiment, those skilled in the art can root
Many variations example is made to this utility model according to described above.Thus, some of embodiment details should not be constituted to this practicality
New restriction, this utility model is by the scope defined using appended claims as protection domain of the present utility model.
Claims (2)
1. the close post steel plate energy-consuming shear wall structure of a kind of L-shaped concrete filled steel tube, it is characterised in that include：
Spaced steel pipe column, is perfused with concrete column core, and the L-shaped setting of the steel pipe column in the steel pipe column；And
The Wasted-energy steel plate between two adjacent steel pipe columns is propped up, the Wasted-energy steel plate and the corresponding steel pipe column connect
Connect；
Wherein, the energy-consuming shear wall structure in same direction at least provided with two Wasted-energy steel plates.
2. the close post steel plate energy-consuming shear wall structure of L-shaped concrete filled steel tube as claimed in claim 1, it is characterised in that the consumption
Interior entity plate can be covered with the inside of steel plate, outside is covered with outer body plate；
The outer surface of the interior entity plate is covered with inner trim panels, and the outer surface of the outer body plate is covered with heat-insulation plate for external and outer
Decorative panel.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620774940.0U CN206070803U (en) | 2016-07-22 | 2016-07-22 | The close post steel plate energy-consuming shear wall structure of L-shaped concrete filled steel tube |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620774940.0U CN206070803U (en) | 2016-07-22 | 2016-07-22 | The close post steel plate energy-consuming shear wall structure of L-shaped concrete filled steel tube |
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| Publication Number | Publication Date |
|---|---|
| CN206070803U true CN206070803U (en) | 2017-04-05 |
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ID=58425118
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| CN201620774940.0U Active CN206070803U (en) | 2016-07-22 | 2016-07-22 | The close post steel plate energy-consuming shear wall structure of L-shaped concrete filled steel tube |
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| Country | Link |
|---|---|
| CN (1) | CN206070803U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114607069A (en) * | 2022-04-14 | 2022-06-10 | 北京工业大学 | Built-in steel plate connecting column type double-steel-plate shear wall and mounting method thereof |
-
2016
- 2016-07-22 CN CN201620774940.0U patent/CN206070803U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114607069A (en) * | 2022-04-14 | 2022-06-10 | 北京工业大学 | Built-in steel plate connecting column type double-steel-plate shear wall and mounting method thereof |
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