CN105756244A - Double-steel-plate shear wall combined structure - Google Patents
Double-steel-plate shear wall combined structure Download PDFInfo
- Publication number
- CN105756244A CN105756244A CN201610240027.7A CN201610240027A CN105756244A CN 105756244 A CN105756244 A CN 105756244A CN 201610240027 A CN201610240027 A CN 201610240027A CN 105756244 A CN105756244 A CN 105756244A
- Authority
- CN
- China
- Prior art keywords
- steel plate
- double
- steel
- combined structure
- shear wall
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Pending
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/84—Walls made by casting, pouring, or tamping in situ
- E04B2/86—Walls made by casting, pouring, or tamping in situ made in permanent forms
- E04B2/8635—Walls made by casting, pouring, or tamping in situ made in permanent forms with ties attached to the inner faces of the forms
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Panels For Use In Building Construction (AREA)
Abstract
The invention discloses a double-steel-plate shear wall combined structure. The double-steel-plate shear wall combined structure is formed by one or a plurality of double-steel-plate wall units and end members which are welded, concrete is poured into cavities formed by the double-steel-plate wall units and the end members, each double-steel-plate wall unit is formed by two steel plates and a connecting part which are welded, and the connecting part is arranged between the two steel plates. The cross section of the double-steel-plate shear wall combined structure can be in a straight line or L or T or Z or U shape. The double-steel-plate wall units and the end members can all be manufactured in a factory, welding operation and cutting operation can be finished by automatic equipment, a processing speed is quick, materials are saved, and the labor cost is saved. The double-steel-plate wall unit and the end members are utilized as concrete formworks, so that formwork construction is avoided, and the double-steel-plate shear wall combined structure is quick in constructing speed, convenient to construct and environmentally friendly.
Description
Technical field
The present invention relates to a kind of double steel plate shear wall combined structure.
Background technology
At present, in building structure, owing to shear wall structure is provided that stronger anti-side rigidity and flexible layout, so being widely used.Present stage shear wall structure mainly adopts reinforced concrete shear wall, and xoncrete structure is in work progress, need to expend substantial amounts of manpower, substantial amounts of timber and man-hour is needed to carry out template construction, substantial amounts of dust, waste water, waste material etc. can be produced, environment is caused severe contamination, does not conform to symbol national green environmental protection policy.
Steel building has significant green building feature, steel construction has high-strength light, the industrialization degree of steel building is high, the duration is short, steel construction material is good, reliability is high, Construction of Steel Structure speed is fast, saves substantial amounts of human and material resources and time cost, and the construction waste material that steel construction produces is few, substantially dust, environmental protection are not produced.
Steel construction is combined with xoncrete structure, forms a kind of novel shear wall combined structure so that it is there is the feature of concrete shear wall structure and steel construction simultaneously, be a good technological break-through to building structure field.
And some the steel plate shear force wall combinative structurees used in engineering at present, or make complexity, and difficulty of construction is big, or percent of automatization is low, is unfavorable for the popularization of steel plate shear force wall combinative structure, and to reducing, building structure cost is unfavorable.
Steel plate in the present invention is as concrete template, and site operation is convenient, and the connector being connected by being interrupted between steel plate, the type of connector, size, spacing are determined as requested, can at utmost save steel using amount.The present invention forms simply, and structure is clear, and factory automation produces, and saves cost.
Summary of the invention
It is an object of the invention to solve that conventional concrete shear wall construction is complicated, construction drawing speed slowly, the problem such as not environmentally, reduce the rolled steel dosage of steel plate shear force wall, weld seam quantity, it is achieved steel plate shear force wall standardization, automated production simultaneously.
The technical solution used in the present invention is:
A kind of double steel plate shear wall combined structure, it is characterized in that: be welded to form with end member 2 by least one double steel plate wall unit 1, casting concrete 3 in the cavity that double steel plate wall unit 1 and end member 2 are constituted, described double steel plate wall unit 1 is welded with the connector 12 being positioned in the middle of two panels steel plate by two panels steel plate 11.
Described double steel plate shear wall combined structure section form can be in-line, or L-shaped, or T-shaped, or Z-shaped, or U-shaped.
Described connector 12 can be round steel, or reinforcing bar, or steel pipe, or discontinuous steel plate, or shaped steel.
Described end member can be rectangular tube 21, or U-shaped steel pipe 22, or steel plate 23, or other shaped steel, and U-shaped steel pipe 22 is internal can arrange connector 12.
Described steel plate 11 end in double steel plate wall unit 1 can be flat type or bending type.
Described concrete 3 can be normal concrete, or high-strength concrete, or lightweight aggregate concrete, or self-compacting concrete.
Compared with prior art, it provides the benefit that.
1. double steel plate wall unit and end member are as concrete template, it is not necessary to carrying out template construction, speed of application is fast.
2. only need casting concrete in the cavity that double steel plate wall unit and end member are formed, it is not necessary to assembling reinforcement, easy construction.
3. the width of double steel plate wall unit can according to transport, lifting requirements adjustment, flexible design, width is more big, and weld seam quantity is more few, easy to make simply.
4., in double steel plate wall unit, the connection between two panels steel plate is not adopt continuous print floor, but connector at regular intervals, save material.
5. double steel plate wall unit composition is simple, and structure is clear, and factory automation produces, and saves cost.
Accompanying drawing explanation
Fig. 1 is in-line double steel plate shear wall combined structure global sections figure.
Fig. 2 is L-shaped double steel plate shear wall combined structure global sections figure.
Fig. 3 is T-shaped double steel plate shear wall combined structure global sections figure.
Fig. 4 is Z-shaped double steel plate shear wall combined structure global sections figure.
Fig. 5 is U-shaped double steel plate shear wall combined structure global sections figure.
Fig. 6 is end is the double steel plate wall unit sectional view of bending type.
Fig. 7 is end is the double steel plate wall unit sectional view of flat type.
Fig. 8 is double steel plate wall unit elevation.
Fig. 9 a is a kind of end member is rectangular tube and double steel plate shear wall combined structure sectional drawing that double steel plate wall unit is bending type.
Fig. 9 b is a kind of end member is rectangular tube and double steel plate shear wall combined structure sectional drawing that double steel plate wall unit is flat type.
Figure 10 a is a kind of end member is U-tube and double steel plate shear wall combined structure sectional drawing that double steel plate wall unit is bending type.
Figure 10 b is a kind of end member is U-tube and double steel plate shear wall combined structure sectional drawing that double steel plate wall unit is flat type.
Figure 11 a is a kind of end member is steel plate and double steel plate shear wall combined structure sectional drawing that double steel plate wall unit is bending type.
Figure 11 b is a kind of end member is steel plate and double steel plate shear wall combined structure sectional drawing that double steel plate wall unit is flat type.
Detailed description of the invention
Referring to figs. 1 through Figure 11 b, a kind of double steel plate shear wall combined structure, it is welded to form with end member 2 by least one double steel plate wall unit 1, casting concrete 3 in the cavity that double steel plate wall unit 1 and end member 2 are constituted, described double steel plate wall unit 1 is welded with the connector 12 being positioned in the middle of two panels steel plate by two panels steel plate 11.
Described double steel plate shear wall combined structure section form can be in-line, or L-shaped, or T-shaped, or Z-shaped, or U-shaped.
Described connector 12 can be round steel, or reinforcing bar, or steel pipe, or discontinuous steel plate, or shaped steel.
Described end member can be rectangular tube 21, or U-shaped steel pipe 22, or steel plate 23, or other shaped steel, and U-shaped steel pipe 22 is internal can arrange connector 12.
Described steel plate 11 end in double steel plate wall unit 1 can be flat type or bending type.
Described concrete 3 can be normal concrete, or high-strength concrete, or lightweight aggregate concrete, or self-compacting concrete.
The heretofore described type of connector 12, sectional dimension, spacing, arrangement, layout angle can adjust as requested.
Content described in this specification embodiment is only the citing to inventive concept form of implementation; protection scope of the present invention is not construed as the concrete form being only limitted to described in embodiment, and every shear wall combined structure comprising double steel plate wall unit 1 is all within protection scope of the present invention.
Claims (6)
1. a double steel plate shear wall combined structure, it is characterized in that: be welded to form by least one double steel plate wall unit (1) and end member (2), casting concrete (3) in the cavity that double steel plate wall unit (1) and end member (2) are constituted, described double steel plate wall unit (1) is welded with the connector (12) being positioned in the middle of two panels steel plate by two panels steel plate (11).
2. a kind of double steel plate shear wall combined structure according to claim 1, it is characterised in that: described double steel plate shear wall combined structure section form can be in-line, or L-shaped, or T-shaped, or Z-shaped, or U-shaped.
3. a kind of double steel plate shear wall combined structure according to claim 1, it is characterised in that: described connector (12) can be round steel, or reinforcing bar, or steel pipe, or discontinuous steel plate, or shaped steel.
4. a kind of double steel plate shear wall combined structure according to claim 1, it is characterized in that: described end member can be rectangular tube (21), or U-shaped steel pipe (22), or steel plate (23), or other shaped steel, U-shaped steel pipe (22) is internal can arrange connector (12).
5. a kind of double steel plate shear wall combined structure according to claim 1, it is characterised in that: described steel plate (11) end in double steel plate wall unit (1) can be flat type or bending type.
6. a kind of double steel plate shear wall combined structure according to claim 1, it is characterised in that: described concrete (3) can be normal concrete, or high-strength concrete, or lightweight aggregate concrete, or self-compacting concrete.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610240027.7A CN105756244A (en) | 2016-04-18 | 2016-04-18 | Double-steel-plate shear wall combined structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610240027.7A CN105756244A (en) | 2016-04-18 | 2016-04-18 | Double-steel-plate shear wall combined structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN105756244A true CN105756244A (en) | 2016-07-13 |
Family
ID=56335243
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610240027.7A Pending CN105756244A (en) | 2016-04-18 | 2016-04-18 | Double-steel-plate shear wall combined structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN105756244A (en) |
Cited By (28)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106351440A (en) * | 2016-10-25 | 2017-01-25 | 山东莱钢建设有限公司 | Steel plate confined concrete shear wall and steel framework thereof |
| CN106499096A (en) * | 2016-12-23 | 2017-03-15 | 万保金 | Prefabricated formwork built-in profile steel concrete walls |
| CN106499094A (en) * | 2016-11-02 | 2017-03-15 | 广西大学 | A kind of shear wall skeleton and preparation method thereof |
| CN106522410A (en) * | 2016-12-23 | 2017-03-22 | 万保金 | Prefabricated superposed formwork built-in steel reinforced concrete wall |
| CN106522418A (en) * | 2016-12-23 | 2017-03-22 | 万保金 | Prefabricated composite shell mould built-in prestressed steel reinforced concrete wall |
| CN106592823A (en) * | 2016-12-18 | 2017-04-26 | 浙江绿筑集成科技有限公司 | Modular steel plate composite shear wall and manufacturing method thereof |
| CN107130703A (en) * | 2016-10-08 | 2017-09-05 | 石柏林 | A kind of double steel plate shear wall vertically splices node |
| CN107558631A (en) * | 2017-08-30 | 2018-01-09 | 中建七局安装工程有限公司 | One kind wears muscle anchoring concrete-filled steel tube shear wall fabricated construction |
| CN107842129A (en) * | 2016-09-20 | 2018-03-27 | 江苏新蓝天钢结构有限公司 | A kind of thin-walled Combined steel plate shear wall |
| WO2018064942A1 (en) * | 2016-10-08 | 2018-04-12 | 石柏林 | Double steel plate shear wall unit production method and production equipment |
| CN107914110A (en) * | 2016-10-08 | 2018-04-17 | 石柏林 | A kind of double steel plate shear-wall element production method and production equipment |
| CN107989232A (en) * | 2018-01-12 | 2018-05-04 | 重庆凌锋投资管理有限公司 | A kind of Prefabricated composite assembling steel plate shear wall |
| CN108035461A (en) * | 2017-12-25 | 2018-05-15 | 北京千城集成房屋有限公司 | A kind of perforate double steel plate shear wall body supporting item |
| CN108149835A (en) * | 2018-01-08 | 2018-06-12 | 青岛理工大学 | A kind of pipe supporting steel plate storehouse and production method |
| CN108277905A (en) * | 2018-02-26 | 2018-07-13 | 广东省建筑科学研究院集团股份有限公司 | A kind of box compound shear wall of rectangle steel |
| CN108316515A (en) * | 2018-03-23 | 2018-07-24 | 广东省建筑科学研究院集团股份有限公司 | A kind of prefabricated steel compound shear wall with bolt-type batten plate |
| CN108532961A (en) * | 2018-03-19 | 2018-09-14 | 广州容柏生建筑工程设计咨询有限公司 | A kind of construction method of Super High frame-tube structure |
| CN108560718A (en) * | 2018-03-19 | 2018-09-21 | 广州容柏生建筑工程设计咨询有限公司 | A kind of Core Walls Structure system and preparation method thereof of new steel plate compound shear wall composition |
| CN110872874A (en) * | 2019-11-28 | 2020-03-10 | 无锡市光彩机械制造有限公司 | Shear wall with integrated profile steel as framework and field construction method |
| CN111021590A (en) * | 2019-12-29 | 2020-04-17 | 北京工业大学 | Corrugated web I-shaped steel drawknot double-layer steel plate composite wall |
| CN111021588A (en) * | 2019-12-29 | 2020-04-17 | 北京工业大学 | Double-deck steel sheet shear force wall of corrugated web I-shaped steel member drawknot |
| CN111042383A (en) * | 2019-12-29 | 2020-04-21 | 北京工业大学 | Double-deck steel sheet shear force wall of formula double-hemming channel-section steel drawknot leans against |
| CN111042384A (en) * | 2019-12-29 | 2020-04-21 | 北京工业大学 | Double-deck steel sheet shear force wall of two hem groove steel mouth style of calligraphy drawknots |
| CN111101624A (en) * | 2019-12-29 | 2020-05-05 | 北京工业大学 | Double-layer steel plate shear wall with symmetrically-arranged corrugated web plates in drawknot mode |
| CN111188431A (en) * | 2019-12-29 | 2020-05-22 | 北京工业大学 | Double-layer steel plate combined shear wall of truss type drawknot of I-shaped steel member with corrugated web |
| CN111730182A (en) * | 2020-06-11 | 2020-10-02 | 中国建筑第八工程局有限公司 | Resistance welding equipment for internal stiffening ribs of double-steel-plate shear wall and welding method thereof |
| CN113047521A (en) * | 2021-03-18 | 2021-06-29 | 中南建筑设计院股份有限公司 | Ribbed double-layer connection steel plate shear wall |
| CN113585552A (en) * | 2021-07-18 | 2021-11-02 | 山东华海人防规划设计有限公司青岛分公司 | Assembly integral type steel plate concrete civil air defense airtight wall |
-
2016
- 2016-04-18 CN CN201610240027.7A patent/CN105756244A/en active Pending
Cited By (36)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107842129A (en) * | 2016-09-20 | 2018-03-27 | 江苏新蓝天钢结构有限公司 | A kind of thin-walled Combined steel plate shear wall |
| CN107914110B (en) * | 2016-10-08 | 2021-05-11 | 石柏林 | Production method and production equipment for double-steel-plate shear wall unit |
| WO2018064942A1 (en) * | 2016-10-08 | 2018-04-12 | 石柏林 | Double steel plate shear wall unit production method and production equipment |
| CN107130703A (en) * | 2016-10-08 | 2017-09-05 | 石柏林 | A kind of double steel plate shear wall vertically splices node |
| CN107914110A (en) * | 2016-10-08 | 2018-04-17 | 石柏林 | A kind of double steel plate shear-wall element production method and production equipment |
| CN106351440A (en) * | 2016-10-25 | 2017-01-25 | 山东莱钢建设有限公司 | Steel plate confined concrete shear wall and steel framework thereof |
| CN106499094A (en) * | 2016-11-02 | 2017-03-15 | 广西大学 | A kind of shear wall skeleton and preparation method thereof |
| CN106592823A (en) * | 2016-12-18 | 2017-04-26 | 浙江绿筑集成科技有限公司 | Modular steel plate composite shear wall and manufacturing method thereof |
| CN106522418A (en) * | 2016-12-23 | 2017-03-22 | 万保金 | Prefabricated composite shell mould built-in prestressed steel reinforced concrete wall |
| CN106522410A (en) * | 2016-12-23 | 2017-03-22 | 万保金 | Prefabricated superposed formwork built-in steel reinforced concrete wall |
| CN106499096A (en) * | 2016-12-23 | 2017-03-15 | 万保金 | Prefabricated formwork built-in profile steel concrete walls |
| CN107558631A (en) * | 2017-08-30 | 2018-01-09 | 中建七局安装工程有限公司 | One kind wears muscle anchoring concrete-filled steel tube shear wall fabricated construction |
| CN108035461A (en) * | 2017-12-25 | 2018-05-15 | 北京千城集成房屋有限公司 | A kind of perforate double steel plate shear wall body supporting item |
| CN108149835A (en) * | 2018-01-08 | 2018-06-12 | 青岛理工大学 | A kind of pipe supporting steel plate storehouse and production method |
| CN107989232A (en) * | 2018-01-12 | 2018-05-04 | 重庆凌锋投资管理有限公司 | A kind of Prefabricated composite assembling steel plate shear wall |
| CN108277905A (en) * | 2018-02-26 | 2018-07-13 | 广东省建筑科学研究院集团股份有限公司 | A kind of box compound shear wall of rectangle steel |
| CN108532961A (en) * | 2018-03-19 | 2018-09-14 | 广州容柏生建筑工程设计咨询有限公司 | A kind of construction method of Super High frame-tube structure |
| CN108560718A (en) * | 2018-03-19 | 2018-09-21 | 广州容柏生建筑工程设计咨询有限公司 | A kind of Core Walls Structure system and preparation method thereof of new steel plate compound shear wall composition |
| CN108316515A (en) * | 2018-03-23 | 2018-07-24 | 广东省建筑科学研究院集团股份有限公司 | A kind of prefabricated steel compound shear wall with bolt-type batten plate |
| CN110872874A (en) * | 2019-11-28 | 2020-03-10 | 无锡市光彩机械制造有限公司 | Shear wall with integrated profile steel as framework and field construction method |
| CN110872874B (en) * | 2019-11-28 | 2021-06-22 | 无锡市光彩机械制造有限公司 | Shear wall with integrated profile steel as framework and field construction method |
| CN111021590A (en) * | 2019-12-29 | 2020-04-17 | 北京工业大学 | Corrugated web I-shaped steel drawknot double-layer steel plate composite wall |
| CN111021590B (en) * | 2019-12-29 | 2021-09-10 | 北京工业大学 | Corrugated web I-shaped steel drawknot double-layer steel plate composite wall |
| CN111101624A (en) * | 2019-12-29 | 2020-05-05 | 北京工业大学 | Double-layer steel plate shear wall with symmetrically-arranged corrugated web plates in drawknot mode |
| CN111188431A (en) * | 2019-12-29 | 2020-05-22 | 北京工业大学 | Double-layer steel plate combined shear wall of truss type drawknot of I-shaped steel member with corrugated web |
| CN111042384B (en) * | 2019-12-29 | 2021-10-01 | 北京工业大学 | Double-deck steel sheet shear force wall of two hem groove steel mouth style of calligraphy drawknots |
| CN111101624B (en) * | 2019-12-29 | 2021-02-05 | 北京工业大学 | Double-layer steel plate shear wall with symmetrically-arranged corrugated web plates in drawknot mode |
| CN111042383A (en) * | 2019-12-29 | 2020-04-21 | 北京工业大学 | Double-deck steel sheet shear force wall of formula double-hemming channel-section steel drawknot leans against |
| CN111021588A (en) * | 2019-12-29 | 2020-04-17 | 北京工业大学 | Double-deck steel sheet shear force wall of corrugated web I-shaped steel member drawknot |
| CN111042383B (en) * | 2019-12-29 | 2021-09-17 | 北京工业大学 | Double-deck steel sheet shear force wall of formula double-hemming channel-section steel drawknot leans against |
| CN111021588B (en) * | 2019-12-29 | 2021-07-30 | 北京工业大学 | Double-deck steel sheet shear force wall of corrugated web I-shaped steel member drawknot |
| CN111042384A (en) * | 2019-12-29 | 2020-04-21 | 北京工业大学 | Double-deck steel sheet shear force wall of two hem groove steel mouth style of calligraphy drawknots |
| CN111730182A (en) * | 2020-06-11 | 2020-10-02 | 中国建筑第八工程局有限公司 | Resistance welding equipment for internal stiffening ribs of double-steel-plate shear wall and welding method thereof |
| CN111730182B (en) * | 2020-06-11 | 2021-11-02 | 中国建筑第八工程局有限公司 | Resistance welding equipment for internal stiffening ribs of double-steel-plate shear wall and welding method thereof |
| CN113047521A (en) * | 2021-03-18 | 2021-06-29 | 中南建筑设计院股份有限公司 | Ribbed double-layer connection steel plate shear wall |
| CN113585552A (en) * | 2021-07-18 | 2021-11-02 | 山东华海人防规划设计有限公司青岛分公司 | Assembly integral type steel plate concrete civil air defense airtight wall |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN105756244A (en) | Double-steel-plate shear wall combined structure | |
| CN105019573A (en) | Prefabricated external wall template structure system with heat insulation function, and construction method thereof | |
| CN204174787U (en) | The syndeton of precast concrete exterior wall and steel work | |
| CN206457973U (en) | Prefabricated local laminated floor slab | |
| CN104712086A (en) | Assembled type concrete hollow composite floor slab and manufacturing method thereof | |
| CN102518120A (en) | Prestressed reinforcement and non-prestressed reinforcement combined H-shaped reinforced concrete sheet pile and manufacture method thereof | |
| CN104294920B (en) | The node component of a kind of U-shaped steel-concrete combination beam and special-shaped steel pipe concrete post and preparation method | |
| CN113898102A (en) | Ribbed concrete laminated slab | |
| CN205444456U (en) | Precast concrete lotus root roof beam rebar positioning board | |
| CN104805960A (en) | Mould-stripping-free concrete beam and construction method thereof | |
| CN107060112B (en) | Comb-shaped connecting piece for connecting steel tube bundle concrete column and floor beam | |
| CN103806593A (en) | Precast concrete member | |
| CN103912080A (en) | Internal-reinforcement thin-wall steel composite wall suitable for quick assembly | |
| CN204081087U (en) | A kind of reinforced concrete column and reinforcing steel bar connecting device | |
| CN104895221A (en) | Assembled profile steel confined concrete shear wall structure | |
| CN203729307U (en) | Underground continuous wall joint | |
| CN207003719U (en) | A kind of prefabricated steel faced wall with steel bar girder | |
| CN201512946U (en) | Barrel storeroom sliding form system structure | |
| CN201972271U (en) | Novel precast reinforced concrete shear wall | |
| CN209760295U (en) | Pre-buried T type bolt fixed knot of underground pipe gallery electric power support constructs | |
| CN210439668U (en) | Corrugated steel combined template and corrugated steel-concrete combined member | |
| CN109057318B (en) | Assembly type building template system and wall body module | |
| CN204826304U (en) | Assembled shaped steel restraint concrete shear wall structure | |
| CN202689278U (en) | Superimposed hollow slab | |
| CN205617659U (en) | Brick -tape net |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| WD01 | Invention patent application deemed withdrawn after publication | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20160713 |