CN103452235A - Wallboard for prefabricated superimposed shearing wall, shearing wall and construction method of shearing wall - Google Patents
Wallboard for prefabricated superimposed shearing wall, shearing wall and construction method of shearing wall Download PDFInfo
- Publication number
- CN103452235A CN103452235A CN2013104577954A CN201310457795A CN103452235A CN 103452235 A CN103452235 A CN 103452235A CN 2013104577954 A CN2013104577954 A CN 2013104577954A CN 201310457795 A CN201310457795 A CN 201310457795A CN 103452235 A CN103452235 A CN 103452235A
- Authority
- CN
- China
- Prior art keywords
- shear wall
- wallboard
- prefabricated
- muscle
- overlapped shear
- 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
- 238000010276 construction Methods 0.000 title abstract description 8
- 238000010008 shearing Methods 0.000 title abstract 11
- 238000003780 insertion Methods 0.000 claims abstract description 8
- 230000037431 insertion Effects 0.000 claims abstract description 8
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 4
- 238000009434 installation Methods 0.000 claims abstract description 4
- 239000010959 steel Substances 0.000 claims abstract description 4
- 210000003205 muscle Anatomy 0.000 claims description 42
- 230000002787 reinforcement Effects 0.000 claims description 5
- 235000001674 Agaricus brunnescens Nutrition 0.000 claims description 3
- 241000826860 Trapezium Species 0.000 claims description 3
- 238000010586 diagram Methods 0.000 description 5
- 238000004519 manufacturing process Methods 0.000 description 3
- 238000000034 method Methods 0.000 description 3
- 230000003014 reinforcing effect Effects 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 2
- 238000004873 anchoring Methods 0.000 description 1
- 238000010923 batch production Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000002002 slurry Substances 0.000 description 1
Images
Landscapes
- Load-Bearing And Curtain Walls (AREA)
Abstract
The invention discloses a wallboard for a prefabricated superimposed shearing wall, the shearing wall and a construction method of the shearing wall. The wallboard for the prefabricated superimposed shearing wall comprises two panels, wherein the inner surface of each panel is provided with a plurality of grooves, the upper end face and the lower end face of each panel are respectively provided with a plurality of insertion grooves, the two ends of each transverse through rib protrude out of two side vertical faces, the transverse through ribs penetrate through the grooves, the two ends of each longitudinal through rib protrude out of the upper end face and the lower end face, and the longitudinal through ribs penetrate through the insertion grooves. According to the prefabricated superimposed shearing wall, the horizontal direction of the shearing wall and the vertical direction of the shearing wall are respectively provided with a plurality of the wallboards. The construction method of the prefabricated superimposed shearing wall includes the following steps: on-site paying-off, installing a temporary fixing frame, hoisting the wallboard onto a proper position, fixedly connecting the wallboard with the temporary fixing frame, placing a prefabricated upper-layer floor slab to a proper position, laying hidden-beam steel ribs and additional steel ribs, laying pipelines, pouring high-fluidity concrete and carrying out installation construction on a lower layer.
Description
Technical field
The present invention relates to technical field of buildings, particularly the job practices of wallboard and shear wall and shear wall for a kind of prefabricated overlapped shear wall.
Background technology
Shear wall claims again wind resistance wall or seismic structural wall, earthquake resistant wall, structural wall.Mainly bear the body of wall of the horizontal loading that wind load or geological process cause in house or structure.Prevent structure shear failure.
Existing fabricated shear wall structure adopts sleeve grouting connection more, reinforcing bar is welded to connect or overlap the slurry anchor connects, and all has the problems such as cost is high, the construction precision requirement is high, and difficulty of construction is large, causes fabricated shear wall to promote difficulty large.
Summary of the invention
The present invention not only provides a kind of simple in structure, prefabricated overlapped shear wall wallboard that can carry out batch production production, the present invention and a kind of shear wall consisted of above-mentioned wallboard is provided, the present invention also provides a kind of job practices of shear wall of easy construction.
For above-mentioned purpose, the present invention realizes by following measures:
A kind of prefabricated overlapped shear wall wallboard, it is characterized in that: wallboard comprises two panels, connects by connecting reinforcement between two panels, and is provided with intermediate layer between two panels; Every panel is provided with a plurality of muscle and a plurality of muscle that vertically run through of laterally running through; The inner surface of every panel is provided with a plurality of grooves from top to bottom near the side elevation one or both ends, and in the every upper and lower both ends of the surface of panel, one or both sides are interval with a plurality of slots; Laterally run through all outstanding two side elevations of muscle two ends, and laterally run through muscle through groove; Vertically run through all outstanding upper and lower both ends of the surface of muscle two ends, and vertically run through muscle through slot.
Above-mentioned prefabricated overlapped shear wall is with in wallboard, and laterally running through muscle and vertically running through the muscle end is that mushroom expands head.
Above-mentioned prefabricated overlapped shear wall is with in wallboard, and groove and slot cross section are circular arc, rectangle or trapezium structure.
A kind of prefabricated overlapped shear wall, the horizontal direction of prefabricated overlapped shear wall and vertical direction all have a plurality of described prefabricated overlapped shear wall wallboards, and the horizontal direction of prefabricated overlapped shear wall is to connect as one by laterally running through in muscle insertion groove between adjacent two wallboards; The vertical direction of prefabricated overlapped shear wall is to connect as one by vertically running through in muscle insertion slot between adjacent two wallboards.
Above-mentionedly state prefabricated overlapped shear wall, between adjacent two wallboards, in groove or slot, be provided with ring-shaped stirrup.
A kind of job practices of described prefabricated overlapped shear wall comprises the following steps:
1) on-the-spot unwrapping wire, install temporary fixing rack, and fixed mount is used wallboard and supported the upper strata precast floor slab for fixing prefabricated overlapped shear wall;
2) prefabricated overlapped shear wall wallboard, transport to job site;
3) hoisting prefabricated overlapped shear wall puts in place with wallboard, with temporary fixing rack, is connected and fixed;
4) hoisting prefabricated upper strata floor, prefabricated upper strata floor is in place;
5) lay dark beam steel and each additional muscle, lay pipeline;
6) prefabricated overlapped shear wall with the intermediate layer of wallboard in and prefabricated upper strata floor on build high-flowing concrete;
7) enter lower one deck installation.
Beneficial effect of the present invention:
1. the present invention only has the fourth of the twelve Earthly Branches, utilizes reinforcing bar to replace tenon;
2. link position arranges spiral stirrup, and two wallboard anchorings are partly shortened.
3. all parts all can utilize prior art by factory process production, realizes standardization, variation, commercial supply and marketing market; Assembling process is simple;
4. overall structure is simple, stressed clear and definite, connect reliably,
5. manufacture, processing, convenient transportation;
6. job practices is simple, and short construction period.
The accompanying drawing explanation
The master that Fig. 1 is embodiment 1 looks schematic diagram.
The side elevation schematic diagram that Fig. 2 is embodiment 1.
Fig. 3 is that 1 two wallboards of embodiment are in conjunction with horizontal cross-sectional schematic.
Fig. 4 is that 1 two wallboards of embodiment are in conjunction with vertical cross-sectional schematic.
Fig. 5 is that two wallboards are in conjunction with schematic diagram.
Fig. 6 is interior wall shear wall structure schematic diagram.
Fig. 7 is exterior wall shear wall structure schematic diagram.
The elevational schematic view that Fig. 8 is embodiment 2.
Fig. 9 is that 2 two wallboards of embodiment are in conjunction with horizontal cross-sectional schematic.
Figure 10 is that 2 two wallboards of embodiment are in conjunction with vertical cross-sectional schematic.
The elevational schematic view that Figure 11 is embodiment 3.
Figure 12 is that 3 two wallboards of embodiment are in conjunction with horizontal cross-sectional schematic.
Figure 13 is that 3 two wallboards of embodiment are in conjunction with vertical cross-sectional schematic.
Figure 14 is that two wallboard junctions connect stirrup and run through the muscle structural representation.
Figure 15 is that two wallboard junctions connect stirrup and the structural representation that runs through the another kind of embodiment of muscle.
In figure 1, panel, 2, connecting reinforcement, 3, intermediate layer, 4, dark beam, 5, additional muscle, 6, prefabricated upper strata floor, 101, slot, 102, vertically run through muscle, 103, groove, 104, laterally run through muscle.
The specific embodiment
Illustrate selected embodiment of the present invention referring now to Figure of description, those skilled in the art are only exemplary according to subordinate's explanation of embodiments of the invention of the present disclosure, the scheme be not meant to limit the present invention.
With reference to accompanying drawing 1,2,3,4, a kind of prefabricated overlapped shear wall wallboard, wallboard comprises two panels 1, connects by connecting reinforcement 2 between two panels 1, and is provided with intermediate layer 3 between two panels 1; Every panel 1 is provided with a plurality of muscle 104 and a plurality of muscle 102 that vertically run through of laterally running through; The inner surface of every panel 1 is provided with a plurality of grooves 103 from top to bottom near the two ends of side elevation, every panel Shang Xia 1 in both ends of the surface two sides be interval with a plurality of slots 101; Laterally run through all outstanding two side elevations of muscle 102 two ends, and laterally run through muscle 104 through groove 103; Vertically run through all outstanding upper and lower both ends of the surface of muscle 102 two ends, and vertically run through muscle 102 through slot 104.
With reference to accompanying drawing 5, a kind of prefabricated overlapped shear wall, the horizontal direction of prefabricated overlapped shear wall and vertical direction all have a plurality of, described prefabricated overlapped shear wall wallboard, the horizontal direction of prefabricated overlapped shear wall is to connect as one by laterally running through in muscle insertion groove between adjacent two wallboards; The vertical direction of prefabricated overlapped shear wall is to connect as one by vertically running through in muscle insertion slot between adjacent two wallboards.
With reference to Figure 14,15; Consider application life and safety, laterally running through muscle and vertically running through the muscle end is that mushroom expands 7, between adjacent two wallboards, in groove 103 or slot 104, is provided with ring-shaped stirrup 8.
A kind of job practices of described prefabricated overlapped shear wall is characterized in that:
1) on-the-spot unwrapping wire, install temporary fixing rack, and fixed mount is used wallboard and supported prefabricated upper strata floor 6 for fixing prefabricated overlapped shear wall;
2) prefabricated overlapped shear wall wallboard, transport to job site;
3) hoisting prefabricated overlapped shear wall puts in place with wallboard, with temporary fixing rack, fixes, and prefabricated overlapped shear wall is in place with wallboard;
4) hoisting prefabricated upper strata floor 6, and prefabricated upper strata floor 6 is in place;
5) lay reinforcing bar and each additional muscle 5 of dark beam 4, lay pipeline;
6) prefabricated overlapped shear wall with the intermediate layer of wallboard in and prefabricated upper strata floor on build high-flowing concrete;
7) enter lower one deck installation.
With reference to accompanying drawing 8,9,10, a kind of prefabricated overlapped shear wall wallboard, wallboard comprises two panels 1, connects by connecting reinforcement 2 between two panels 1, and is provided with intermediate layer 3 between two panels 1; Every panel 1 is provided with a plurality of muscle 104 and a plurality of muscle 102 that vertically run through of laterally running through; The inner surface of every panel 1 is provided with a plurality of grooves 103 from top to bottom near side elevation one end, and every panel simultaneously is interval with a plurality of slots 101 in both ends of the surface Shang Xia 1; Laterally run through muscle 104 1 ends and be arranged in groove 103, the other end extends another side in two side elevations; Vertically run through muscle 102 1 ends and be arranged in slot 101, the other end extends another side in both ends of the surface.
In the present embodiment, the groove 103 of two panels 1 is respectively near wallboard left surface one end and wallboard right flank one end.
In the present embodiment, the slot 101 of two panels 1 all is arranged on wallboard upper surface or lower surface.
With reference to accompanying drawing 11.12.13, in the present embodiment, the groove 103 of two panels 1 is arranged near wallboard left surface one end or wallboard right flank one end.The slot 101 of two panels 1 is separately positioned on wallboard upper surface and lower surface.Other are with embodiment 1.
In above-mentioned each embodiment, prefabricated overlapped shear wall is circular arc, rectangle or trapezium structure with wallboard further groove 103 and slot 101 cross sections.
The present invention does not have disclosed technical characterictic, is the known technology of the art.
Basic principle of the present invention and advantage have more than been described.The present invention is not restricted to the described embodiments, and in the prerequisite that does not break away from the scope of the invention, those skilled in the art can do many changes and improvements as required.Protection domain of the present invention should be defined by appending claims and equivalent thereof.
Claims (6)
1. a prefabricated overlapped shear wall wallboard, it is characterized in that: wallboard comprises two panels, connects by connecting reinforcement between two panels, and is provided with intermediate layer between two panels; Every panel is provided with a plurality of muscle and a plurality of muscle that vertically run through of laterally running through; The inner surface of every panel is provided with a plurality of grooves from top to bottom near the side elevation one or both ends, and in the every upper and lower both ends of the surface of panel, one or both sides are interval with a plurality of slots; Laterally run through all outstanding two side elevations of muscle two ends, and laterally run through muscle through groove; Vertically run through all outstanding upper and lower both ends of the surface of muscle two ends, and vertically run through muscle through slot.
2. prefabricated overlapped shear wall wallboard according to claim 1 is characterized in that: laterally running through muscle and vertically running through the muscle end is that mushroom expands head.
3. prefabricated overlapped shear wall wallboard according to claim 1, it is characterized in that: groove and slot cross section are circular arc, rectangle or trapezium structure.
4. a prefabricated overlapped shear wall, it is characterized in that: the horizontal direction of prefabricated overlapped shear wall and vertical direction all have a plurality of claims 1 or 2 or 3 described prefabricated overlapped shear wall wallboards, and the horizontal direction of prefabricated overlapped shear wall is to connect as one by laterally running through in muscle insertion groove between adjacent two wallboards; The vertical direction of prefabricated overlapped shear wall is to connect as one by vertically running through in muscle insertion slot between adjacent two wallboards.
5. prefabricated overlapped shear wall according to claim 4, is characterized in that: between adjacent two wallboards, in groove or slot, be provided with ring-shaped stirrup.
6. the job practices of claim 4 or 5 described prefabricated overlapped shear walls is characterized in that: comprise the following steps:
1) on-the-spot unwrapping wire, install temporary fixing rack, and fixed mount is used wallboard and supported the upper strata precast floor slab for fixing prefabricated overlapped shear wall;
2) prefabricated overlapped shear wall wallboard, transport to job site;
3) hoisting prefabricated overlapped shear wall puts in place with wallboard, with temporary fixing rack, is connected and fixed;
4) hoisting prefabricated upper strata floor, prefabricated upper strata floor is in place;
5) lay dark beam steel and each additional muscle, lay pipeline;
6) prefabricated overlapped shear wall with the intermediate layer of wallboard in and prefabricated upper strata floor on build high-flowing concrete;
7) enter lower one deck installation.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2013104577954A CN103452235A (en) | 2013-09-30 | 2013-09-30 | Wallboard for prefabricated superimposed shearing wall, shearing wall and construction method of shearing wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2013104577954A CN103452235A (en) | 2013-09-30 | 2013-09-30 | Wallboard for prefabricated superimposed shearing wall, shearing wall and construction method of shearing wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN103452235A true CN103452235A (en) | 2013-12-18 |
Family
ID=49735038
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2013104577954A Pending CN103452235A (en) | 2013-09-30 | 2013-09-30 | Wallboard for prefabricated superimposed shearing wall, shearing wall and construction method of shearing wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN103452235A (en) |
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103726607A (en) * | 2014-01-20 | 2014-04-16 | 王睿敏 | Wall board for assembling integral shear wall, shear wall and construction method of shear wall |
| CN103806596A (en) * | 2014-03-12 | 2014-05-21 | 初明进 | Precast reinforced concrete member |
| CN105442728A (en) * | 2015-11-24 | 2016-03-30 | 绍兴宝业西伟德混凝土预制件有限公司 | Superimposed shear wall vertical connection node and construction method |
| CN106284836A (en) * | 2016-10-28 | 2017-01-04 | 南通联泷建筑材料有限公司 | A kind of wallboard spells steel attachment structure with the vertical dry of wallboard |
| WO2017133257A1 (en) * | 2016-02-04 | 2017-08-10 | 中清大科技股份有限公司 | Prefabricated house |
| CN110777974A (en) * | 2019-11-15 | 2020-02-11 | 中国十七冶集团有限公司 | Steel plate concrete combined shear wall for super high-rise building |
| CN112796434A (en) * | 2021-02-07 | 2021-05-14 | 李和光 | Overlapping structure of overlapped prefabricated shear wall plate |
| CN114718182A (en) * | 2022-04-14 | 2022-07-08 | 安徽省皋城建筑工程有限公司 | Green energy-saving fabricated building and construction method |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH10121574A (en) * | 1996-10-24 | 1998-05-12 | Ohbayashi Corp | Construction method of building frame by use of pc member |
| CN2307854Y (en) * | 1997-03-06 | 1999-02-17 | 北京市建筑工程研究院 | Energy-saving side fascia with thermal insulating layer |
| CN102535738A (en) * | 2012-02-14 | 2012-07-04 | 黄昆 | A prefabricated house wall panel and a fully prefabricated house using the wall panel and its installation method |
| CN202787577U (en) * | 2012-07-12 | 2013-03-13 | 南京工业大学 | Prefabricated wall body shell structure of reinforced concrete superposed shear wall |
| CN203499099U (en) * | 2013-09-30 | 2014-03-26 | 王睿敏 | Wallboard for prefabricated overlapped shear wall and shear wall |
-
2013
- 2013-09-30 CN CN2013104577954A patent/CN103452235A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH10121574A (en) * | 1996-10-24 | 1998-05-12 | Ohbayashi Corp | Construction method of building frame by use of pc member |
| CN2307854Y (en) * | 1997-03-06 | 1999-02-17 | 北京市建筑工程研究院 | Energy-saving side fascia with thermal insulating layer |
| CN102535738A (en) * | 2012-02-14 | 2012-07-04 | 黄昆 | A prefabricated house wall panel and a fully prefabricated house using the wall panel and its installation method |
| CN202787577U (en) * | 2012-07-12 | 2013-03-13 | 南京工业大学 | Prefabricated wall body shell structure of reinforced concrete superposed shear wall |
| CN203499099U (en) * | 2013-09-30 | 2014-03-26 | 王睿敏 | Wallboard for prefabricated overlapped shear wall and shear wall |
Cited By (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103726607A (en) * | 2014-01-20 | 2014-04-16 | 王睿敏 | Wall board for assembling integral shear wall, shear wall and construction method of shear wall |
| CN103806596A (en) * | 2014-03-12 | 2014-05-21 | 初明进 | Precast reinforced concrete member |
| CN103806596B (en) * | 2014-03-12 | 2016-05-04 | 初明进 | A kind of precast reinforced concrete structure |
| CN105442728A (en) * | 2015-11-24 | 2016-03-30 | 绍兴宝业西伟德混凝土预制件有限公司 | Superimposed shear wall vertical connection node and construction method |
| WO2017133257A1 (en) * | 2016-02-04 | 2017-08-10 | 中清大科技股份有限公司 | Prefabricated house |
| CN106284836A (en) * | 2016-10-28 | 2017-01-04 | 南通联泷建筑材料有限公司 | A kind of wallboard spells steel attachment structure with the vertical dry of wallboard |
| CN110777974A (en) * | 2019-11-15 | 2020-02-11 | 中国十七冶集团有限公司 | Steel plate concrete combined shear wall for super high-rise building |
| CN110777974B (en) * | 2019-11-15 | 2021-07-30 | 中国十七冶集团有限公司 | Steel plate concrete combined shear wall for super high-rise building |
| CN112796434A (en) * | 2021-02-07 | 2021-05-14 | 李和光 | Overlapping structure of overlapped prefabricated shear wall plate |
| CN114718182A (en) * | 2022-04-14 | 2022-07-08 | 安徽省皋城建筑工程有限公司 | Green energy-saving fabricated building and construction method |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN103452235A (en) | Wallboard for prefabricated superimposed shearing wall, shearing wall and construction method of shearing wall | |
| CN111622374B (en) | Composite structural wall and method of construction thereof | |
| CN104652654B (en) | Assembled shear wall structure | |
| CN103104041B (en) | A kind of adopt cross bolts to connect assembled steel reinforced concrete frame bean column node and construction method | |
| CN203834739U (en) | End steel board connection, positioning and assembly type shear wall structure | |
| CN103195170B (en) | Prefabricated reinforced concrete frame structure system | |
| CN103726607A (en) | Wall board for assembling integral shear wall, shear wall and construction method of shear wall | |
| CN103469949A (en) | Prefabricated composite floor slab and floor slab layer as well as construction method | |
| CN204960038U (en) | Precast concrete shear wall structure | |
| CN103541463B (en) | Wallboard and shear wall allowing floor location provided with post-pouring belt comprising same and construction method for shear wall | |
| CN102535738A (en) | A prefabricated house wall panel and a fully prefabricated house using the wall panel and its installation method | |
| CN103924710B (en) | Low layer assembled combined wall house Plate Welding node structure | |
| CN104763080A (en) | Novel assembled integral-type hollow shear wall structure | |
| CN104153462A (en) | Staggered floor hanging type prefabricated bay window | |
| CN103741842A (en) | Lightweight fabricated shear wall structure | |
| CN104763085A (en) | Assembled integral type pre-stress double-T floor framework structure and construction method thereof | |
| CN103334497A (en) | Connection method of scope system frame column steel bar | |
| CN203546994U (en) | Prefabricated superimposed floor slab and floor-slab layer | |
| CN104818772A (en) | Large-span long-cantilever connection structure and construction technique | |
| CN203716397U (en) | Wallboard for assembling integral shear wall and shear wall | |
| CN103643681B (en) | A kind of Metro station excavation is inverse makes supporting and protection structure and construction method thereof | |
| CN102926768A (en) | Roadway support truss and mounting method thereof | |
| KR20140109587A (en) | Precast Pier and Construction Method | |
| CN203499099U (en) | Wallboard for prefabricated overlapped shear wall and shear wall | |
| KR101178168B1 (en) | Inverted multi tee slab |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| ASS | Succession or assignment of patent right |
Owner name: SHANDONG LIJIU BUILDING TECHNOLOGY CO., LTD. Free format text: FORMER OWNER: WANG RUIMIN Effective date: 20150114 |
|
| C41 | Transfer of patent application or patent right or utility model | ||
| COR | Change of bibliographic data |
Free format text: CORRECT: ADDRESS; FROM: 250001 JINAN, SHANDONG PROVINCE TO: 250101 JINAN, SHANDONG PROVINCE |
|
| TA01 | Transfer of patent application right |
Effective date of registration: 20150114 Address after: High tech Zone of Ji'nan City Industrial Road, No. 59 in Shandong province 250101 Expo International Building 1 unit 1301 room 6 Applicant after: Shandong Lijiu Building Technology Co., Ltd. Address before: 250001 Jianshe Road Century Park, Ji'nan City, Shandong province 15-2-1103 Applicant before: Wang Ruimin |
|
| ASS | Succession or assignment of patent right |
Owner name: WANG RUIMIN Free format text: FORMER OWNER: SHANDONG LIJIU BUILDING TECHNOLOGY CO., LTD. Effective date: 20150616 |
|
| C41 | Transfer of patent application or patent right or utility model | ||
| C53 | Correction of patent of invention or patent application | ||
| CB03 | Change of inventor or designer information |
Inventor after: Wang Ruimin Inventor after: Ren Dehui Inventor before: Wang Ruimin |
|
| COR | Change of bibliographic data |
Free format text: CORRECT: INVENTOR; FROM: WANG RUIMIN TO: WANG RUIMIN REN DEHUI |
|
| TA01 | Transfer of patent application right |
Effective date of registration: 20150616 Address after: 250001 Jianshe Road Century Park, Ji'nan City, Shandong province 15-2-1103 Applicant after: Wang Ruimin Address before: High tech Zone of Ji'nan City Industrial Road, No. 59 in Shandong province 250101 Expo International Building 1 unit 1301 room 6 Applicant before: Shandong Lijiu Building Technology Co., Ltd. |
|
| C02 | Deemed withdrawal of patent application after publication (patent law 2001) | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20131218 |