CN206110683U - Be used for archaize building slope shape roof boarding construction and installation structure - Google Patents
Be used for archaize building slope shape roof boarding construction and installation structure Download PDFInfo
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- CN206110683U CN206110683U CN201621014008.4U CN201621014008U CN206110683U CN 206110683 U CN206110683 U CN 206110683U CN 201621014008 U CN201621014008 U CN 201621014008U CN 206110683 U CN206110683 U CN 206110683U
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- 238000009434 installation Methods 0.000 title claims abstract description 20
- 238000010276 construction Methods 0.000 title abstract description 14
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 9
- 239000010959 steel Substances 0.000 claims abstract description 9
- 239000002344 surface layer Substances 0.000 claims description 90
- 238000007789 sealing Methods 0.000 claims description 61
- 239000004567 concrete Substances 0.000 claims description 35
- 239000010410 layer Substances 0.000 claims description 6
- 239000002023 wood Substances 0.000 claims description 6
- 210000003141 lower extremity Anatomy 0.000 claims description 4
- 210000000988 bone and bone Anatomy 0.000 claims description 2
- 239000011150 reinforced concrete Substances 0.000 abstract description 4
- 230000000694 effects Effects 0.000 abstract description 2
- 239000012634 fragment Substances 0.000 abstract 4
- 238000005266 casting Methods 0.000 description 5
- 230000003014 reinforcing effect Effects 0.000 description 4
- 230000009286 beneficial effect Effects 0.000 description 2
- 239000011120 plywood Substances 0.000 description 2
- 235000017166 Bambusa arundinacea Nutrition 0.000 description 1
- 235000017491 Bambusa tulda Nutrition 0.000 description 1
- 241001330002 Bambuseae Species 0.000 description 1
- 235000015334 Phyllostachys viridis Nutrition 0.000 description 1
- 239000011425 bamboo Substances 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- 238000005553 drilling Methods 0.000 description 1
- 238000012407 engineering method Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 235000011194 food seasoning agent Nutrition 0.000 description 1
- 238000011065 in-situ storage Methods 0.000 description 1
- 238000007689 inspection Methods 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 230000007306 turnover Effects 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
Landscapes
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
Abstract
The utility model aims at providing a be used for archaize building slope shape roof boarding construction and installation structure, a serial communication port, including the bottom template, be the horizontal direction setting in the bottom template, the bottom of bottom template is by a N1 vertical keel supporting of bottom template, and roofing reinforced concrete pours in the upper portion of bottom template, and roofing reinforced concrete's upper portion is the surface course template, and surface course template and roofing reinforced concrete linkage segment are provided with limiting steel plate, are surface course template vertical keel on the limiting steel plate, the vertical fossil fragments of surface course panel, with each surface course template vertical keel vertical fixation, the adjacent surface course panel side pressure fossil fragments of contact jaw of the vertical fossil fragments of surface course panel and each surface course template vertical keel vertical fixation, the one end of ditch head bolt is fixed with the vertical fossil fragments of surface course panel. Adopt double -deck form setting system to be under construction, gained good effect, obtained extensive application in building engineering of the same kind.
Description
Technical field
This utility model is related to slope shape roof boarding installation structure, belongs to technical field of building construction, and in particular to
One kind is used for building in the style of the ancients slope shape roof boarding installation structure.
Background technology
In recent years, present in architectural design it is many it is new and original, appear various sloping roof structure modelled after an antique, embody
The demand that people's life variation is selected.Pitched roof modelled after an antique in concrete construction because selection of construction method is improper,
Concreting leakiness is easily caused, easily causes seepage.
Utility model content
This utility model aims to provide one kind for building in the style of the ancients slope shape roof boarding installation structure, and its feature exists
In, including bottom template, arranging in horizontal direction in bottom template, the bottom of bottom template is by N1 bottom template longitudinal direction Os Draconis
Support, wherein N1 is positive integer and N1 >=2, the longitudinally spaced arrangement of bottom template longitudinal direction Os Draconis, each bottom template longitudinal direction is imperial
The bottom of bone is bottom template transom, and bottom template transom coordinates spiral shell with each bottom template longitudinal direction Os Draconis by sealing up screw
Female vertical fixed, the sealing up screw sequentially passes through bottom template, bottom template transom and bottom template longitudinal direction Os Draconis, and to
Down through bottom template longitudinal direction, Os Draconis have one section of surplus L1, and the sealing up screw has one section of surplus L2 in the upper end of bottom template,
Wherein L2>L1；
Roofing armoured concrete slab, pours in the top of bottom template, and the top of roofing armoured concrete slab is surface layer mould
Plate, surface layer template be connected with roofing armoured concrete slab it is intersegmental be provided with spacing steel plate, spacing steel plate upper end is that surface layer template is erected
To Os Draconis, surface layer template vertical keel is embedded in surface layer template, and each surface layer template vertical keel corresponds to respectively the bottom mould of bottom
Plate longitudinal direction Os Draconis, and by same sealing up screw through fixation, upper horizontal of each surface layer template vertical keel in surface layer template
The both sides of the adjacent surface layer template vertical keel in direction are respectively arranged with surface layer panel side pressure Os Draconis, surface layer panel side pressure Os Draconis and face
Layer template vertical keel is fixed by ditch head latch；
Surface layer panel longitudinal direction Os Draconis, it is vertical with each surface layer template vertical keel to fix, surface layer panel longitudinal direction Os Draconis with
The vertically fixed adjacent surface layer panel side pressure Os Draconis of contact jaw of each surface layer template vertical keel, one end and the surface layer face of ditch head latch
Plate longitudinal direction Os Draconis are fixed, and the top of each surface layer template vertical keel is butterfly button, and the upper end of butterfly button is nut, and nut is fixed on
It is corresponding through bottom template longitudinal direction Os Draconis sealing up screw on.
Bottom template longitudinal direction Os Draconis are identical with the quantity of surface layer template vertical keel.
Each described bottom template longitudinal direction Os Draconis uniquely corresponds to a surface layer template vertical keel in vertical direction, and by
, through fixing, sealing up screw is through surface layer template vertical keel and has one section of surplus L3, L3 upwards for same sealing up screw<L2.
The roofing armoured concrete slab is both provided with sealing piece with each sealing up screw through roofing armoured concrete slab,
The sealing piece is arranged on the mid portion of roofing armoured concrete slab and sealing up screw vertical direction.
Each described sealing up screw is fixed with bottom template transom by nut, nut and bottom template transom
Contact jaw is provided with metallic gasket.
The surface layer panel vertical keel is double using 40mm × 60mm or 50mm × 50mm lumps of wood Two bors d's oeuveres parcel bolt top
With little batten clip nail, lower limb to the bottom template face of surface layer panel vertical keel is roof construction layer thickness in space between spelling
Size.
The position of spacing sealing up screw is marked in the bottom template, is punched, run through by sealing up screw, bottom by
Nut is fixed.
The sealing up screw specification can adopt the sealing up screw of Φ 10.
The sealing piece specification adopts 50mm～80mm × 50mm～80mm, sealing piece to answer full weld tight with sealing up screw,
The water-proof bolt laid, sealing piece is located on the centrage of roofing armoured concrete slab.
The surface layer panel width adopts 300mm～500mm, length to adopt 900mm～1200mm.
Beneficial effect：
1st, constructed using this engineering method, disturbing concrete work efficiency can be improved, reduce the loss that concrete is caused because of landing.Disappear
Except oozing, leak hidden danger to what pitched roof xoncrete structure was stayed in the past construction, it is to avoid the construction delay for thus resulting in and Jing
Ji loss, it is ensured that concrete structure quality, with good economic benefit and social benefit.
2nd, for the construction featuress of pitched roof modelled after an antique, system is installed using double template and is constructed, achieved good
Effect, is widely used in similar architectural engineering.
3rd, using vertical positioning rough ground as the thickness of control sloping roof structure and the foundation of installation surface layer template, surface layer
Template is then manufactured in advance, using putting step by step, installing during construction, is poured step by step, and model sheetinstallat is not mutually done with casting concrete
Work surface is disturbed, hoisting to circulate successively from lower is carried out, simple, convenient, not only contribute to ensure the matter of xoncrete structure
Amount has also speeded up construction speed simultaneously.
Description of the drawings
Fig. 1 is structure chart of the present utility model.
Specific embodiment
With reference to Fig. 1, the technical program is applied to cast-in-situ steel reinforced concrete modelled after an antique slope of the design grade at 25 degree～60 degree
Roof structure.
Specific embodiment of the present utility model is as follows：
One kind is used for building in the style of the ancients slope shape roof boarding installation structure, it is characterised in that including bottom template 111,
Arrange in horizontal direction in bottom template 111, the bottom of bottom template 111 is supported by N1 bottom template longitudinal direction Os Draconis 113, its
Middle N1 is positive integer and N1 >=2, the bottom template longitudinal direction longitudinally spaced arrangement of Os Draconis 113, each bottom template longitudinal direction Os Draconis 113
Bottom be bottom template transom 109, bottom template transom 109 passes through sealing spiral shell with each bottom template longitudinal direction Os Draconis 113
The attaching nut 108 of bar 100 is vertical fixed, and the sealing up screw 100 sequentially passes through bottom template 111, bottom template transom 113
And bottom template longitudinal direction Os Draconis 109, and have one section of surplus L1, the sealing up screw downward through bottom template longitudinal direction Os Draconis 109
100 have one section of surplus L2, wherein L2 in the upper end of bottom template 111>L1；
Roofing armoured concrete slab 110, pours in the top of bottom template 111, the top of roofing armoured concrete slab 110
Surface layer template 105, surface layer template 105 be connected with roofing armoured concrete slab 110 it is intersegmental be provided with spacing steel plate 103, it is spacing
The upper end of steel plate 103 is surface layer template vertical keel 101, and surface layer template vertical keel 101 is embedded in surface layer template 105, each surface layer
Template vertical keel 101 corresponds to respectively the bottom template longitudinal direction Os Draconis 113 of bottom, and by same sealing up screw 100 through solid
It is fixed, upper horizontal direction adjacent surface layer template vertical keel 101 of each surface layer template vertical keel 101 in surface layer template 105
Both sides are respectively arranged with surface layer panel side pressure Os Draconis 106, and surface layer panel side pressure Os Draconis 106 lead to surface layer template vertical keel 101
Cross ditch head latch 102 to fix；
Surface layer panel longitudinal direction Os Draconis 104, vertical with each surface layer template vertical keel 101 fixed, the surface layer panel longitudinal direction
The fixed adjacent surface layer panel side pressure Os Draconis 106 of contact jaw vertical with each surface layer template vertical keel 101 of Os Draconis 104, ditch head is inserted
One end of pin 102 is fixed with surface layer panel longitudinal direction Os Draconis 106, and the top of each surface layer template vertical keel 101 is butterfly button 107,
The upper end of butterfly button 107 is nut 108, and nut 108 is fixed on the corresponding sealing up screw through bottom template longitudinal direction Os Draconis 113
On 100.
Bottom template longitudinal direction Os Draconis 113 are identical with the quantity of surface layer template vertical keel 101.
Each described bottom template longitudinal direction Os Draconis 113 uniquely corresponds to a surface layer template vertical keel in vertical direction
101, and pass through 100 by same sealing up screw and fasten fixed, sealing up screw 100 is through surface layer template vertical keel 101 and has one upwards
Duan Yuliang L3, L3<L2.
The roofing armoured concrete slab 110 and each sealing up screw 100 through roofing armoured concrete slab 110 are all arranged
There is sealing piece 112, the sealing piece 112 is arranged on the centre of roofing armoured concrete slab 110 and the vertical direction of sealing up screw 100
Part.
Each described sealing up screw 100 is fixed with bottom template transom 109 by nut 108, nut 108 and bottom
The contact jaw of template transom 109 is provided with metallic gasket 114.
The surface layer panel vertical keel 101 is using on 40mm × 60mm or 50mm × 50mm lumps of wood Two bors d's oeuveres parcel bolt
Portion, with little batten clip nail, lower limb to the face of bottom template 111 of surface layer panel vertical keel 101 is roofing to the space between Two bors d's oeuveres
The size of Laminate construction thickness.
The position of spacing sealing up screw 100 is marked in the bottom template 111, is punched, passed through by sealing up screw 100
Wear, bottom is fixed by nut 108.
The specification of the sealing up screw 100 can adopt the sealing up screw of Φ 10.
The specification of the sealing piece 112 adopts 50mm～80mm × 50mm～80mm, and sealing piece 112 should with sealing up screw 110
Full weld is tight, the water-proof bolt laid, and sealing piece 112 is located on the centrage of roofing armoured concrete slab 110.
The width of surface layer panel 105 adopts 300mm～500mm, length to adopt 900mm～1200mm.
Its technological principle is：The technical program is after pitched roof bottom template 111 is installed on request, according to pitched roof
The direction pushed up along bottom of slope to slope of trend arrange bottom template vertical keel 113, bottom template vertical keel 113 and bottom template
Clamping, positioning is carried out by spacing water-proof bolt between 111, with this come control structure thickness and install surface layer template 105 according to
According to.Surface layer template 105 is then classified in advance prefabricated according to the result of setting-out, surface layer template 105 is put into surface layer during installation
Between template vertical keel 101, surface layer template vertical keel 101 and the pre- subdrilling of surface layer template 105 are inserted by gib head latch 102
It is fixed in good circular hole.Carpenter is classified from bottom to up installation surface layer template 105 around pitched roof surrounding, often installs one-level i.e.
Can casting concrete, bricklayer pours the concrete for installing one-level template around pitched roof surrounding.Using installation step by step, pour step by step
The method built, mutually successively circulation is carried out, until pouring end.
Concrete step is：
1) installation of template：The streamline that template should be required according to concreting is installed；If double-slope roof structure, also
It is considered as being symmetrically installed.
2) bottom template 111 is installed：Before model sheetinstallat, first check whether support system meets the design of template scheme and want
Ask.The lumps of wood is stupefied to answer fixation, and typically using wood plywood or bamboo plywood, bottom template 11 should be followed closely and set jail bottom template 111
Gu, piece is tight, and absolute altitude and flatness meet the requirements on inspection.
3) spacing water-proof bolt is installed：Spacing water-proof bolt is marked in bottom template 111 by conceptual design size bullet
Position, is punched, and through sealing up screw 100, bottom nut 108 is fixed.Water-proof bolt specification can adopt Φ 10, sealing piece
112 specifications adopt 50mm～80mm × 50mm～80mm, sealing piece 112 to answer full weld tight with bolt, the water-proof bolt laid,
Sealing piece should be located on the centrage of roofing armoured concrete slab 110.
4) surface layer panel vertical keel 101 is laid：Surface layer panel vertical keel 101 can using 40mm × 60mm or 50mm ×
50mm lumps of wood Two bors d's oeuveres parcel bolt top, the space between Two bors d's oeuveres little batten clip nail, the lower limb of surface layer panel vertical keel 101
To the size that the face of bottom template 113 is roof construction layer thickness.
5) roof boarding reinforcing bar colligation：Reinforcing bar colligation is carried out according to design drawing, the corresponding colligation of reinforcing bar firmly, is smash to prevent from pouring
During concrete, because collision, vibration make to tie up button loosely, reinforcing bar displacement.
6) surface layer template 105 is installed：The Jing setting-outs of surface layer template 105 require it is in advance prefabricated, width typically using 300mm～
500mm, length is advisable using 900mm～1200mm, adopts same modulus level when prefabricated as far as possible, at deficiency Jing after field lofting really
It is fixed, so on the one hand it is easy to model sheetinstallat, turnover, save material；On the other hand it is also beneficial to concreting and in construction
Check whether concreting is closely knit, the upper and lower layer lapping time of reduction concrete that can be appropriate reduces cold seam and produce.Classification face
Length modulus when layer template 105 is prefabricated should 10mm less than the clear distance between two sides deck panels vertical keel 101 (two ends are each
5mm), two sides add nail 300mm～500mm length, and section is the surface layer panel side pressure Os Draconis 106 of 30mm × 40mm, and in both sides
The lateral aperture of equal drill diameter 10mm at the half of the length of surface layer panel side pressure Os Draconis 106, both sides and the face for drilling during to install
Deck panels vertical keel 101 is fixed with the gib head latch 102 of 8mm diameters；Classification surface layer template 105 should Piecemeal erection step by step.
7) concreting：
A1. the high baffle plates of 500mm can be temporarily set template face is suitable for reading during casting concrete, it is to avoid aggregate is slided when pouring
Fall.The pitched roof closeer for arrangement of bar, can be vibrated using the small vibrating rods of Φ 30.Can be tapped using hand hammer in casting process
Check whether pour it is closely knit.
A2. during casting concrete, in line with vertical masonry joint is not stayed, can not stay the principle of cold seam with roofing eave as starting point, from lower and
On, symmetrical paragraph by paragraph pouring step by step, until pouring end.
A3. slump during concreting should be controlled between 160mm～180mm.
8) maintenance and form removal：
B1. after concrete final set can water seasoning, curing period be no less than 14d.
B2. surface layer template can be removed after concrete strength reaches 1.2N/mm2, and random sled is forbidden during form removal, in order to avoid cause to stop
Timber bolt loosens, and bottom template then should give form removal according to the regulation for having beam slab form removal in specification.
B3. slice off the sealing up screw that exposes up and down after form removal simultaneously and make antirust treatment.
Claims (8)
- It is 1. a kind of to be used for building in the style of the ancients slope shape roof boarding installation structure, it is characterised in that including bottom template (111), Bottom template is arranged in horizontal direction on (111), and the bottom of bottom template (111) is by N1 bottom template longitudinal direction Os Draconis (113) Support, wherein N1 is positive integer and N1 >=2, the longitudinally spaced arrangement of the longitudinal Os Draconis (113) of the bottom template, each bottom template is indulged It is bottom template transom (109), bottom template transom (109) and each bottom template longitudinal direction dragon to the bottom of Os Draconis (113) Bone (113) is vertically fixed by sealing up screw (100) attaching nut (108), and the sealing up screw (100) sequentially passes through bottom mould Plate (111), bottom template transom (113) and bottom template longitudinal direction Os Draconis (109), and downward through bottom template longitudinal direction Os Draconis (109) there is one section of surplus L1, the sealing up screw (100) has one section of surplus L2, wherein L2 in the upper end of bottom template (111)> L1；Roofing armoured concrete slab (110), pours in the top of bottom template (111), roofing armoured concrete slab (110) it is upper Portion is surface layer template (105), and surface layer template (105) is connected with roofing armoured concrete slab (110) and intersegmental is provided with spacing steel plate (103), spacing steel plate (103) upper end is surface layer template vertical keel (101), and surface layer template vertical keel (101) is embedded in face Layer template (105), each surface layer template vertical keel (101) corresponds to respectively bottom template longitudinal direction Os Draconis (113) of bottom, and passes through Same sealing up screw (100) is through fixation, upper horizontal side of each surface layer template vertical keel (101) in surface layer template (105) Surface layer panel side pressure Os Draconis (106), surface layer panel side pressure are respectively arranged with to the both sides of adjacent surface layer template vertical keel (101) Os Draconis (106) are fixed by ditch head latch (102) with surface layer template vertical keel (101)；Surface layer panel longitudinal direction Os Draconis (104), vertical with each surface layer template vertical keel (101) fixed, the surface layer panel longitudinal direction Os Draconis (104) the fixed adjacent surface layer panel side pressure Os Draconis (106) of contact jaw vertical with each surface layer template vertical keel (101), One end of ditch head latch (102) is fixed with surface layer panel longitudinal direction Os Draconis (106), the top of each surface layer template vertical keel (101) It is butterfly button (107), the upper end of butterfly button (107) is nut (108), and nut (108) is fixed on corresponding through bottom template On the sealing up screw (100) of longitudinal Os Draconis (113).
- 2. according to claim 1 a kind of for building in the style of the ancients slope shape roof boarding installation structure, it is characterised in that Bottom template longitudinal direction Os Draconis (113) is identical with the quantity of surface layer template vertical keel (101).
- 3. according to claim 1 and 2 a kind of for building in the style of the ancients slope shape roof boarding installation structure, its feature exists In each described bottom template longitudinal direction Os Draconis (113) uniquely corresponds to a surface layer template vertical keel in vertical direction (101), and by same sealing up screw (100) through fixation, sealing up screw (100) through surface layer template vertical keel (101) and There are one section of surplus L3, L3 upwards<L2.
- 4. according to claim 1 a kind of for building in the style of the ancients slope shape roof boarding installation structure, it is characterised in that The roofing armoured concrete slab (110) is both provided with each sealing up screw (100) through roofing armoured concrete slab (110) Sealing piece (112), the sealing piece (112) is arranged on roofing armoured concrete slab (110) and sealing up screw (100) vertical direction Mid portion.
- 5. according to claim 1 a kind of for building in the style of the ancients slope shape roof boarding installation structure, it is characterised in that Each described sealing up screw (100) is with bottom template transom (109) by nut (108) fixation, nut (108) and bottom The contact jaw of template transom (109) is provided with metallic gasket (114).
- 6. according to claim 1 a kind of for building in the style of the ancients slope shape roof boarding installation structure, it is characterised in that Sealing up screw (100) specification can adopt the sealing up screw of Φ 10.
- 7. according to claim 1 a kind of for building in the style of the ancients slope shape roof boarding installation structure, it is characterised in that The surface layer panel vertical keel (101) is using 40mm × 60mm or 50mm × 50mm lumps of wood Two bors d's oeuveres parcel bolt top, Two bors d's oeuveres Between space with little batten clip nail, lower limb to bottom template (111) face of surface layer panel vertical keel (101) is roof structure The size of thickness degree.
- 8. according to claim 1 a kind of for building in the style of the ancients slope shape roof boarding installation structure, it is characterised in that The position of spacing sealing up screw (100) is marked on the bottom template (111), is punched, passed through by sealing up screw (100) Wear, bottom is fixed by nut (108).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621014008.4U CN206110683U (en) | 2016-08-31 | 2016-08-31 | Be used for archaize building slope shape roof boarding construction and installation structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621014008.4U CN206110683U (en) | 2016-08-31 | 2016-08-31 | Be used for archaize building slope shape roof boarding construction and installation structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206110683U true CN206110683U (en) | 2017-04-19 |
Family
ID=58516812
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621014008.4U Expired - Fee Related CN206110683U (en) | 2016-08-31 | 2016-08-31 | Be used for archaize building slope shape roof boarding construction and installation structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206110683U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107816249A (en) * | 2017-11-24 | 2018-03-20 | 天津大学 | A kind of reusable building module film keel joints point |
| CN108149922A (en) * | 2017-12-29 | 2018-06-12 | 上海市机械施工集团有限公司 | It is a kind of suitable for reverse construction structure roof without row's template construction method |
-
2016
- 2016-08-31 CN CN201621014008.4U patent/CN206110683U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107816249A (en) * | 2017-11-24 | 2018-03-20 | 天津大学 | A kind of reusable building module film keel joints point |
| CN108149922A (en) * | 2017-12-29 | 2018-06-12 | 上海市机械施工集团有限公司 | It is a kind of suitable for reverse construction structure roof without row's template construction method |
| CN108149922B (en) * | 2017-12-29 | 2023-06-16 | 上海市机械施工集团有限公司 | Non-row formwork construction method suitable for top plate of reverse construction method construction structure |
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| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20170419 |
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| CF01 | Termination of patent right due to non-payment of annual fee |