CN103216110B - The assemble method of timber building is moulded in easy assembling and dismantling - Google Patents
The assemble method of timber building is moulded in easy assembling and dismantling Download PDFInfo
- Publication number
- CN103216110B CN103216110B CN201310157765.1A CN201310157765A CN103216110B CN 103216110 B CN103216110 B CN 103216110B CN 201310157765 A CN201310157765 A CN 201310157765A CN 103216110 B CN103216110 B CN 103216110B
- Authority
- CN
- China
- Prior art keywords
- positioning screw
- fixed
- column
- top rail
- implant
- 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.)
- Expired - Fee Related
Links
- 238000000034 method Methods 0.000 title claims abstract description 23
- 210000003195 fascia Anatomy 0.000 claims abstract description 13
- 241000219112 Cucumis Species 0.000 claims abstract description 7
- 235000015510 Cucumis melo subsp melo Nutrition 0.000 claims abstract description 7
- FJJCIZWZNKZHII-UHFFFAOYSA-N [4,6-bis(cyanoamino)-1,3,5-triazin-2-yl]cyanamide Chemical compound N#CNC1=NC(NC#N)=NC(NC#N)=N1 FJJCIZWZNKZHII-UHFFFAOYSA-N 0.000 claims abstract description 7
- 238000005034 decoration Methods 0.000 claims abstract description 5
- 239000007943 implant Substances 0.000 claims description 38
- 229910000831 Steel Inorganic materials 0.000 claims description 37
- 239000010959 steel Substances 0.000 claims description 37
- 238000003801 milling Methods 0.000 claims description 6
- 238000003780 insertion Methods 0.000 claims description 3
- 230000037431 insertion Effects 0.000 claims description 3
- 239000002023 wood Substances 0.000 abstract description 4
- 238000005516 engineering process Methods 0.000 abstract description 3
- 238000000465 moulding Methods 0.000 abstract description 3
- 238000009434 installation Methods 0.000 description 4
- 238000010586 diagram Methods 0.000 description 3
- 238000004519 manufacturing process Methods 0.000 description 3
- 239000011148 porous material Substances 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 238000004064 recycling Methods 0.000 description 1
- 238000007493 shaping process Methods 0.000 description 1
Landscapes
- Joining Of Building Structures In Genera (AREA)
Abstract
The invention discloses the assemble method that timber building is moulded in a kind of easy assembling and dismantling, comprise the following steps: 1. column is connected with footing beam, waist a tree, used in making timber for boats; 2. column is connected with top rail, comprises two kinds of connected modes: corner adopts L-type connector to be connected and fixed; The platyopia place of receiving adopts T-shaped connector to be connected and fixed; 3. eaves purlin and top rail are connected and fixed; 4. melon post is connected with top rail, ridgepole; 5. domatic purlin is connected and fixed with eaves purlin, ridgepole respectively; 6. house watt plate is fixed on the domatic purlin on roof; 7. on footing beam, waist a tree, used in making timber for boats, waterwall is made to mould fillet; 8. side fascia is arranged on outside waterwall, inside side fascia, is provided with insulating board; 9. inner wall panel is fixed on the keel of side fascia; 10. circuit is pre-buried, erection of doors and windows, decoration process.The assemble method assembling and dismantling that timber building is moulded in these easy assembling and dismantling are convenient, and make building structure tight, firmness is high, and size is accurate, solve the problem of moulding wood technology and connecting difficulty, and connect rear connectors and be hidden, and do not affect housing appearance.
Description
Technical field
The present invention relates to the assemble method in house, the assemble method moulding timber building of particularly a kind of easy assembling and dismantling.
Background technology
In prior art, mould timber building normally at the scene limit making limit to install and carry out constructing, there is following drawback like this: in-site installation long work consuming consuming time is many, and cost is higher; Field fabrication equipment is limited, occurs relatively large deviation unavoidably in manufacturing process; The house that general connected mode makes, can not dismounting arbitrarily, is also not easy to transport, is difficult to recycling or reuses loss large; Layman can not install, and is not convenient for remote customer and purchases use.
Summary of the invention
The object of the present invention is to provide a kind of assembling and dismantling convenient, make building structure tight, firmness is high, and the assemble method of timber building is moulded in accurate in size easy assembling and dismantling.
For achieving the above object, technical scheme provided by the invention is: the assemble method of timber building is moulded in a kind of easy assembling and dismantling, comprises the following steps: 1. column is connected with footing beam, waist a tree, used in making timber for boats; 2. column is connected with top rail; 3. eaves purlin and top rail are connected and fixed; 4. melon post is connected with top rail, ridgepole; 5. domatic purlin is connected and fixed with eaves purlin, ridgepole respectively; 6. house watt plate is fixed on the domatic purlin on roof; 7. on footing beam, waist a tree, used in making timber for boats, waterwall is made to mould fillet; 8. side fascia is arranged on outside waterwall, inside side fascia, is provided with insulating board; 9. inner wall panel is fixed on the keel of side fascia; 10. circuit is pre-buried, erection of doors and windows, decoration process;
Described column is connected with top rail, comprises two kinds of connected modes: corner adopts L-type connector to be connected and fixed; The platyopia place of receiving adopts T-shaped connector to be connected and fixed; Described T-shaped connector comprises loaded plate and positioning screw, center, described loaded plate back side at right angle setting column implant; Described positioning screw at least comprises the first positioning screw, the second positioning screw and the 3rd positioning screw, positioning screw is vertically fixed on loaded plate respectively, described first positioning screw, the second positioning screw are positioned on the line of loaded plate two opposite side mid point, and described 3rd positioning screw is positioned on the line of the another two opposite side mid points of loaded plate; Described positioning screw is connected with top rail is vertical, and its length is greater than installed horizontal depth of beam;
The mode that described column is connected with top rail is specific as follows: 1) directly inserted in the lined steel pipe of column by the column implant of L-type, T-shaped connector, column lined steel pipe and column implant is fixed with screw; 2) by the position boring of each corresponding connector positioning screw to top rail termination; 3) each to intert to top rail is fixed in the positioning screw of connector, after laying screw rod junction plate, uses nut check.
Preferably, the mode that described column is connected with footing beam, waist a tree, used in making timber for boats is specific as follows: the corresponding position respectively hole milling 1) wanting mounting foundation beam, waist a tree, used in making timber for boats at column, then on the lined steel pipe of aperture welded steel pipe as fixing implant; 2) fixing implant is inserted in the lined steel pipe of footing beam or waist a tree, used in making timber for boats; 3) footing beam, waist a tree, used in making timber for boats, fixing implant are holed respectively, with screw rod, nut, the lined steel pipe of footing beam, waist a tree, used in making timber for boats is locked with fixing implant respectively; 4) after the footing beam of all directions, waist a tree, used in making timber for boats being connected and fixed, then column is fixed on the ground.
Preferably, described first positioning screw, the second positioning screw are connected by screw rod junction plate with the 3rd positioning screw respectively and fix with nut check.
Preferably, described L-type connector is identical with T-shaped connecting-piece structure, and screw rod quantity is different, and described L-type connector comprises the first positioning screw, the 3rd positioning screw or the second positioning screw, the 3rd positioning screw.
Preferably, the assemble method of timber building is moulded in easy assembling and dismantling according to claim 1, it is characterized in that, the mode that described eaves purlin and top rail are connected and fixed is specific as follows: the corresponding position hole milling 1. will installing crossbeam at eaves purlin two ends, then on the lined steel pipe of aperture welded steel pipe as eaves purlin implant; 2. eaves purlin implant is inserted in the lined steel pipe of top rail; 3. by top rail, the boring of eaves purlin implant, with screw rod, nut, top rail and eaves purlin implant are locked.
Preferably, the assemble method of timber building is moulded in easy assembling and dismantling according to claim 1, it is characterized in that, the insertion depth that the column implant of described L-type, T-shaped connector inserts in the lined steel pipe of column is not less than 500mm.
A technical scheme tool in technique scheme has the following advantages or beneficial effect: the assemble method assembling and dismantling that timber building is moulded in these easy assembling and dismantling are convenient, make building structure tight, firmness is high, size is accurate, solve the problem of moulding wood technology and connecting difficulty, and connect rear connectors to be hidden, do not affect housing appearance.
Accompanying drawing explanation
In order to be illustrated more clearly in the embodiment of the present invention or technical scheme of the prior art, simple introduction is done below by the accompanying drawing used required in embodiment or description of the prior art, apparently, accompanying drawing in the following describes is some embodiments of the present invention, for those of ordinary skill in the art, under the prerequisite not paying creative work, other accompanying drawing can also be obtained according to these accompanying drawings.
Accompanying drawing 1 is the structural representation that embodiment of the present invention column is connected with footing beam;
Accompanying drawing 2 is the L-type syndeton schematic diagram that embodiment of the present invention column is connected with top rail;
Accompanying drawing 3 is the T-shaped syndeton schematic diagram that embodiment of the present invention column is connected with top rail;
Accompanying drawing 4 is the structural representation of the T-shaped connector of the embodiment of the present invention;
Accompanying drawing 5 is the structural representation of embodiment of the present invention L-type connector;
Accompanying drawing 6 is the structural representation that embodiment of the present invention eaves purlin is connected with top rail;
Accompanying drawing 7 moulds the frame construction schematic diagram of timber building for the embodiment of the present invention.
Detailed description of the invention
Below by specific embodiment, the present invention is further illustrated.
Build all parts machine-shaping all in advance that timber building is moulded in easy assembling and dismantling, all come by screw rod or connector during assembling and dismantling.The installation steps of embodiment are as follows:
1, column 1 is connected with footing beam 11, waist a tree, used in making timber for boats 12, as shown in Figure 1:
1. the corresponding position hole milling of mounting foundation beam 11, waist a tree, used in making timber for boats 12 is wanted at column 1, pore size is can insert footing beam 11 or waist a tree, used in making timber for boats 12 is as the criterion, the aperture degree of depth is all to remove plastic wood layer, expose column lined steel pipe 2 to be as the criterion, then on aperture column lined steel pipe 2, welded steel pipe is as fixing implant 3, and fixing implant 3 size is as the criterion can be inserted in footing beam lined steel pipe 4 or waist a tree, used in making timber for boats lined steel pipe; 2. fixing implant 3 is inserted in footing beam lined steel pipe 4 or waist a tree, used in making timber for boats lined steel pipe; 3. footing beam 11, waist a tree, used in making timber for boats 12, implant 3 are holed respectively, with screw rod 5, nut, footing beam 11, waist a tree, used in making timber for boats 12 are locked with fixing implant 3 respectively; 4. after the footing beam 11 of all directions, waist a tree, used in making timber for boats 12 being connected and fixed, then column 1 is fixed on the ground.
2, column 1 is connected with top rail 13:
Top rail 13 is arranged on column top, and in the plane of column top, the top rail 13 of all directions is concatenated into an entirety, so top rail 13 also claims to go here and there beam.Its connection comprises two kinds of connected modes: corner adopts L-type connector to be connected and fixed, as shown in Figure 2; The platyopia place of receiving adopts T-shaped connector to be connected and fixed, as shown in Figure 3.
As shown in Figure 4, T-shaped connector comprises loaded plate 6 and positioning screw, center, loaded plate 6 back side at right angle setting column implant 7; Positioning screw at least comprises the first positioning screw 8, second positioning screw 9 and the 3rd positioning screw 10, positioning screw is vertically fixed on loaded plate 6 respectively, first positioning screw 8, second positioning screw 9 is positioned on the line of loaded plate 6 liang of opposite side mid points, and the 3rd positioning screw 10 is positioned on the line of the another two opposite side mid points of loaded plate 6; Positioning screw is connected with top rail 13 is vertical, and its length is greater than the height of installed crossbeam 13.First positioning screw 8, second positioning screw 9 is connected by screw rod junction plate 20 with the 3rd positioning screw 10 respectively and fixes with nut check.
L-type connecting-piece structure is identical with T-shaped connecting-piece structure as shown in Figure 5, and just screw rod quantity is different, and L-type connector comprises the first positioning screw 8, the 3rd positioning screw 10 or the second positioning screw 9, the 3rd positioning screw 10.
Concrete connected mode is as shown in accompanying drawing 2, accompanying drawing 3:
1. the column implant 7 of L-type, T-shaped connector is directly inserted in column lined steel pipe 2, the size of column implant 7 is as the criterion can be inserted in column lined steel pipe 2, insertion depth is not less than 500mm, column lined steel pipe 2 and column implant 7 is fixed with screw; 2. by the position boring of each corresponding connector positioning screw to top rail 13 termination; 3. be fixed in the positioning screw of connector by each to top rail 13 is interspersed, after laying screw rod junction plate 20, use nut check.
3, eaves purlin 14 and top rail 13 are connected and fixed, as shown in Figure 6:
1. the corresponding position hole milling of crossbeam 13 will be installed at eaves purlin 14 two ends, pore size is as the criterion can insert top rail 13, the aperture degree of depth is all to remove plastic wood layer, expose eaves purlin lined steel pipe 21 to be as the criterion, then on aperture eaves purlin lined steel pipe 21, welded steel pipe is as eaves purlin implant 22, and the size of eaves purlin implant 22 is as the criterion can be inserted in top rail lined steel pipe 23; 2. eaves purlin implant 22 is inserted in top rail lined steel pipe 23; 3. top rail 13, eaves purlin implant 22 are holed, with screw rod 5, nut, top rail lined steel pipe 23 and eaves purlin implant 22 are locked.
4, melon post 15 is connected with top rail 13, ridgepole 16:
As shown in Figure 7, namely melon post 15 is upper top ridgepole 16, under connect crossbeam 13 short column.The lined steel pipe upper and lower side of melon post 15 is welded to connect plate respectively, and fix the junction plate of melon post 15 one end on top rail 13 with screw, the junction plate of the other end supports and is fixed on ridgepole 16.
5, domatic purlin is fixed with eaves purlin 14, ridgepole 16 respectively:
Namely domatic purlin is positioned on the slope of top, house, is used for carrying the purlin of house watt plate.Domatic purlin connects ridgepole 16, lower even eaves purlin 14, is connected and fixed with screw and corner brace.
6, a house watt plate is fixed:
Utilization is moulded fillet and is done skeleton, will mould shide plate spelling and become prefabricated chunk, and overlapped by prefabricated chunk and be fixed on the domatic purlin on top, house during installation.
7, on footing beam, waist a tree, used in making timber for boats, waterwall is made to mould fillet.
8, side fascia is to mould plank and keel are prefabricated into plate, according to framework determination size, is arranged on by side fascia outside waterwall, is provided with insulating board inside side fascia.
9, inner wall panel fabrication and installation:
Inner wall panel does base plate with nine clamping plate, does inner wall decoration plate to mould plank, makes, be fixed on the keel of side fascia with nailing according to frame size.
10, circuit is pre-buried, erection of doors and windows, decoration process.
Below the assembling that timber building is moulded in easy assembling and dismantling is namely completed.
Apply specific embodiment herein to set forth principle of the present invention and embodiment, the explanation of above embodiment just understands method of the present invention and core concept thereof for helping.The above is only the preferred embodiment of the present invention, should be understood that, due to the finiteness of literal expression, and objectively there is unlimited concrete structure, for those skilled in the art, under the premise without departing from the principles of the invention, some improvement, retouching or change can also be made, also above-mentioned technical characteristic can be combined by rights; These improve retouching, change or combination, or the design of invention and technical scheme are directly applied to other occasion without improving, and all should be considered as protection scope of the present invention.
Claims (6)
1. an assemble method for timber building is moulded in easy assembling and dismantling, comprises the following steps: 1. column is connected with footing beam, waist a tree, used in making timber for boats; 2. column is connected with top rail; 3. eaves purlin and top rail are connected and fixed; 4. melon post is connected with top rail, ridgepole; 5. domatic purlin is connected and fixed with eaves purlin, ridgepole respectively; 6. house watt plate is fixed on the domatic purlin on roof; 7. on footing beam, waist a tree, used in making timber for boats, waterwall is made to mould fillet; 8. side fascia is arranged on outside waterwall, inside side fascia, is provided with insulating board; 9. inner wall panel is fixed on the keel of side fascia; 10. circuit is pre-buried, erection of doors and windows, decoration process; It is characterized in that,
Described column is connected with top rail, comprises two kinds of connected modes: corner adopts L-type connector to be connected and fixed; The platyopia place of receiving adopts T-shaped connector to be connected and fixed; Described T-shaped connector comprises loaded plate and positioning screw, center, described loaded plate back side at right angle setting column implant; Described positioning screw at least comprises the first positioning screw, the second positioning screw and the 3rd positioning screw, positioning screw is vertically fixed on loaded plate respectively, described first positioning screw, the second positioning screw are positioned on the line of loaded plate two opposite side mid point, and described 3rd positioning screw is positioned on the line of the another two opposite side mid points of loaded plate; Described positioning screw is connected with top rail is vertical, and its length is greater than installed horizontal depth of beam;
The mode that described column is connected with top rail is specific as follows: 1) directly inserted in the lined steel pipe of column by the column implant of L-type, T-shaped connector, column lined steel pipe and column implant is fixed with screw; 2) by the position boring of each corresponding connector positioning screw to top rail termination; 3) each to intert to top rail is fixed in the positioning screw of connector, after laying screw rod junction plate, uses nut check.
2. the assemble method of timber building is moulded in easy assembling and dismantling according to claim 1, the mode that described column is connected with footing beam, waist a tree, used in making timber for boats is specific as follows: the corresponding position respectively hole milling 1) wanting mounting foundation beam, waist a tree, used in making timber for boats at column, then on the lined steel pipe of aperture welded steel pipe as fixing implant; 2) fixing implant is inserted in the lined steel pipe of footing beam or waist a tree, used in making timber for boats; 3) footing beam, waist a tree, used in making timber for boats, fixing implant are holed respectively, with screw rod, nut, the lined steel pipe of footing beam, waist a tree, used in making timber for boats is locked with fixing implant respectively; 4) after the footing beam of all directions, waist a tree, used in making timber for boats being connected and fixed, then column is fixed on the ground.
3. the assemble method of timber building is moulded in easy assembling and dismantling according to claim 1, it is characterized in that, described first positioning screw, the second positioning screw are connected by screw rod junction plate with the 3rd positioning screw respectively and fix with nut check.
4. the assemble method of timber building is moulded in easy assembling and dismantling according to claim 1, it is characterized in that, described L-type connector is identical with T-shaped connecting-piece structure, and screw rod quantity is different, and described L-type connector comprises the first positioning screw, the 3rd positioning screw or the second positioning screw, the 3rd positioning screw.
5. the assemble method of timber building is moulded in easy assembling and dismantling according to claim 1, it is characterized in that, the mode that described eaves purlin and top rail are connected and fixed is specific as follows: the corresponding position hole milling 1. will installing crossbeam at eaves purlin two ends, then on the lined steel pipe of aperture welded steel pipe as eaves purlin implant; 2. eaves purlin implant is inserted in the lined steel pipe of top rail; 3. by top rail, the boring of eaves purlin implant, with screw rod, nut, top rail and eaves purlin implant are locked.
6. the assemble method of timber building is moulded in easy assembling and dismantling according to claim 1, it is characterized in that, the insertion depth that the column implant of described L-type, T-shaped connector inserts in the lined steel pipe of column is not less than 500mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310157765.1A CN103216110B (en) | 2013-05-02 | 2013-05-02 | The assemble method of timber building is moulded in easy assembling and dismantling |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310157765.1A CN103216110B (en) | 2013-05-02 | 2013-05-02 | The assemble method of timber building is moulded in easy assembling and dismantling |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN103216110A CN103216110A (en) | 2013-07-24 |
| CN103216110B true CN103216110B (en) | 2016-01-20 |
Family
ID=48814230
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201310157765.1A Expired - Fee Related CN103216110B (en) | 2013-05-02 | 2013-05-02 | The assemble method of timber building is moulded in easy assembling and dismantling |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN103216110B (en) |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107419808B (en) * | 2017-09-14 | 2024-06-07 | 广东中集建筑制造有限公司 | Connection structure and have its building module |
| CN113605744A (en) * | 2021-08-16 | 2021-11-05 | 广东宏丰建设工程有限公司 | Light steel assembled archaizing building |
Family Cites Families (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2000129787A (en) * | 1998-10-22 | 2000-05-09 | Sankyo Alum Ind Co Ltd | Built up building |
| CN201050117Y (en) * | 2007-06-20 | 2008-04-23 | 佘晨岗 | Detachable steel frame movable room |
| CN201809858U (en) * | 2010-10-11 | 2011-04-27 | 蔡色兴 | Combined house |
| EA025336B1 (en) * | 2011-01-28 | 2016-12-30 | Ренко Композит Текноложилери Санайи Ве Тикарет Лимитед Сиркети | Structural member of modular building and modular building comprising such structural members |
| CN202493050U (en) * | 2012-03-07 | 2012-10-17 | 中国人民解放军总后勤部建筑工程研究所 | Modularized assembled type combined prefabricated house |
-
2013
- 2013-05-02 CN CN201310157765.1A patent/CN103216110B/en not_active Expired - Fee Related
Also Published As
| Publication number | Publication date |
|---|---|
| CN103216110A (en) | 2013-07-24 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN102605858A (en) | Building structure and construction method | |
| CN103216110A (en) | Assembling method of plastic-wood house easy to assemble and disassemble | |
| CN212896972U (en) | Steel construction assembled wallboard is built in room | |
| CN103225346B (en) | Assembly method for easily assembled or disassembled plastic-wood pavilion | |
| CN211229083U (en) | Glass curtain wall connection structure is used in timber structure building decoration | |
| CN112878481A (en) | Energy-conserving assembled building wall fixed knot constructs | |
| CN210597622U (en) | Novel can dismantle simple and easy house structure | |
| CN103233583B (en) | The assemble method of wooden corridor is moulded in easy assembling and dismantling | |
| CN114960957B (en) | Supporting structure of movable house and construction method | |
| CN210117946U (en) | Assembled bamboo-wood foundation and bamboo-wood low-rise residence | |
| CN217325836U (en) | Column base structure and steel bar processing shed | |
| CN117513596A (en) | Prefabricated wallboard connection structure | |
| CN103573018B (en) | The building that can reuse encircles and hunts down enclosure wall and construction method thereof | |
| CN206667482U (en) | One kind splicing board house | |
| CN113700176B (en) | A kind of prestressed assembly method of opening prefabricated partition board | |
| CN113445618B (en) | Heat-insulation decoration integrated prefabricated house and construction method thereof | |
| CN211571970U (en) | Assembled steel structure's post roof beam unit | |
| CN104328849B (en) | Mixed out-hung panel inserts method of attachment with the U-shaped reinforcing bar of beam | |
| CN211143392U (en) | Assembled steel construction outer wall | |
| CN201817915U (en) | Movable house heel join node | |
| CN203270807U (en) | Connecting piece | |
| CN210529959U (en) | Column-beam connecting unit | |
| CN221989558U (en) | A high-stability connecting member for building steel structure | |
| CN209066641U (en) | A wooden house assembled wall | |
| CN207392740U (en) | A kind of assemble type concrete slab support system |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20200730 Address after: No.54 tiyuan Road, Yuhua District, Changsha City, Hunan Province Co-patentee after: Liu Zishu Patentee after: Chen Weihong Co-patentee after: Hunan qianmeng garden Engineering Co.,Ltd. Address before: 410002, 1206, building 9, 38 West Sunshine Road, California Valley, Changsha hi tech Development Zone, Hunan, China Patentee before: HUNAN LVGUANG LANDSCAPE NEW MATERIAL Co.,Ltd. |
|
| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20200806 Address after: Room 1008, building C4, Lugu Yuyuan, No.27 Wenxuan Road, high tech Development Zone, Changsha City, Hunan Province Patentee after: Hunan qianmeng Yuanjing jiapinhui Network Technology Co.,Ltd. Address before: No.54 tiyuan Road, Yuhua District, Changsha City, Hunan Province Co-patentee before: Liu Zishu Patentee before: Chen Weihong Co-patentee before: Hunan qianmeng garden Engineering Co.,Ltd. |
|
| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20211129 Address after: 410002 room 1006, building C4, Lugu enterprise Plaza, No. 27, Wenxuan Road, high tech Development Zone, Changsha, Hunan Patentee after: HUNAN LVGUANG LANDSCAPE NEW MATERIAL Co.,Ltd. Address before: Room 1008, building C4, luguyuyuan, 27 Wenxuan Road, high tech Development Zone, Changsha City, Hunan Province 410002 Patentee before: Hunan qianmeng Yuanjing jiapinhui Network Technology Co.,Ltd. |
|
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20160120 |