CN101466903A - Frame panel - Google Patents
Frame panel Download PDFInfo
- Publication number
- CN101466903A CN101466903A CNA2007800215637A CN200780021563A CN101466903A CN 101466903 A CN101466903 A CN 101466903A CN A2007800215637 A CNA2007800215637 A CN A2007800215637A CN 200780021563 A CN200780021563 A CN 200780021563A CN 101466903 A CN101466903 A CN 101466903A
- Authority
- CN
- China
- Prior art keywords
- panel
- frame panel
- raised line
- width
- otch
- 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.)
- Granted
Links
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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
- E04B2/8647—Walls made by casting, pouring, or tamping in situ made in permanent forms with ties going through the forms
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
- E04G11/06—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for walls, e.g. curved end panels for wall shutterings; filler elements for wall shutterings; shutterings for vertical ducts
- E04G11/08—Forms, which are completely dismantled after setting of the concrete and re-built for next pouring
- E04G11/12—Forms, which are completely dismantled after setting of the concrete and re-built for next pouring of elements and beams which are mounted during erection of the shuttering to brace or couple the elements
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G17/00—Connecting or other auxiliary members for forms, falsework structures, or shutterings
- E04G17/06—Tying means; Spacers ; Devices for extracting or inserting wall ties
- E04G17/065—Tying means, the tensional elements of which are threaded to enable their fastening or tensioning
- E04G17/0651—One-piece elements
- E04G17/0652—One-piece elements fully recoverable
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G9/00—Forming or shuttering elements for general use
- E04G9/02—Forming boards or similar elements
- E04G9/06—Forming boards or similar elements the form surface being of metal
-
- 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
- E04B2002/867—Corner details
-
- 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
- E04B2002/8688—Scaffoldings or removable supports therefor
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Mechanical Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
A form panel usable as a normal flat plate-like form, having excellent degree of design freedom when it is used as a corner portion of a form, and preventing concrete or mortar from leaking out of an unintended part. [MEANS FOR SOLVING PROBLEMS] The form panel (1) is an embedded type form panel created by first bending a plate-like steel material into a shape that is generally square in front view and has generally squared waveform in a cross section and then cutting the material. Because the steel panel sheet is bent in the generally squared waveform in a cross section, the form panel (1) has parallel ridges (11) arranged on it at predetermined intervals. Between each ridge (11), there are ribs (12) having a projecting shape in a lateral cross section and arranged at predetermined intervals in parallel with the ridge (11). Slits (13) of a predetermined length are intermittently formed in both lateral ends of a ridge (11), at predetermined intervals and in parallel with the ridge (11).
Description
Technical field
The present invention relates to a kind of frame panel, particularly relate to the frame panel of a kind of concrete foundation that is used to form building or metope etc.
Background technology
As the concrete blinding of basis that is used to form building or metope, can use frame panel.
When construction, while opposed it is erect of this frame panel is provided with, be configured for forming the template of concrete foundation or metope, concrete is poured between this template.Even make hardening of concrete after, also can not remove this frame panel, but directly as constructional materials utilize thereafter.
Like this, form concrete blinding, can save the time of removing template, the basis of building or the intensity of metope can be strengthened effectively simultaneously by using frame panel.
Yet,, therefore have the problem of the angle part that is difficult to use in concrete foundation because frame panel is generally tabular.
When the construction of the concrete foundation of building etc., a necessity that is shaped as the angle part is arranged, but if form the angle part with tabular frame panel, in any case all can be in this generation gap, angle part, the intensity of this angle part is also not enough in addition.Thereby, produce the such time of form element that must prepare the angle part special use separately.
Template for buildings panel as solving such problem points has proposed patent documentation 1 disclosed frame panel.
On the frame panel of this patent documentation 1, utilize the bending metal sheet roof covering, the flank that on the panel length direction, extends on width with the spaced and parallel of regulation give prominence to setting.In addition, on this frame panel, with this flank abreast and continuously, the riblet of strengthening usefulness is set between this flank.And the summary center between rib, some wire ground are provided with a plurality of slits of showing in connecting abreast with this flank.
Slit row by being provided with along this wire ground with the bending squarely of this frame panel, can be used in the angle part of concrete foundation or metope.
Like this, the frame panel of patent documentation 1 can utilize as common flat frame panel, by Bending Processing, can utilize as the die plate corners part that possesses enough intensity simultaneously.
Patent documentation 1: patent 3283730
Summary of the invention
The problem that invention will solve
Yet, in the frame panel of patent documentation 1, have following two problem points.
At first first is, because slit row only are arranged on the summary center of flank, but therefore the position of Bending Processing panel is defined to the core of flank, can not fully obtain this point of degree of freedom of constructing.Thus, existence must be forced to prepare that size with the basis of building or metope matches, the possibility of the frame panel of various sizes.
Secondly second is, forms this slit in the table because connect, so concrete or mortar spill this point from the formation position of slit to the outside of basis or metope.
The present invention is in view of the above problems and the invention that produces, purpose provides, except can utilizing as common flat template, when the angle part as template utilizes, possess the degree of freedom in the design of the excellence that is used to form its angle part, prevent that the position of never expecting from spilling the frame panel of concrete or mortar.
The means of dealing with problems
In order to reach such purpose, the present invention is the frame panel that uses as concrete template, it is characterized in that, in this frame panel, the a plurality of raised lines that form on the panel length direction slightly are set up in parallel mutually abreast at the panel width, at the two ends of the panel width of each raised line, slightly according to each certain intervals the otch that connects the specific length in the panel table is set abreast with raised line.
In addition, the present invention is the frame panel that uses as concrete template, it is characterized in that, in this frame panel, the a plurality of raised lines that form on the panel length direction slightly are set up in parallel mutually abreast at the panel width, between raised line, a plurality of ribs slightly on the panel width, have been set up in parallel abreast with raised line, at raised line be adjacent between the rib of raised line, with raised line slightly abreast at the length direction of panel, the otch of the specific length in the perforation panel table is set according to each certain intervals ground.
In addition,, it is characterized in that the two ends of the panel width of these each raised lines are provided with continuously by slot part and rib respectively, on the line of demarcation of its raised line and slot part and on the line of demarcation of rib and slot part, form the row of otch according to the present invention.
In addition,, it is characterized in that its otch by along the row of otch and in both forward and reverse directions bending repeatedly, can form with cutting off according to the present invention.
In addition,, it is characterized in that the width of its otch is 0.3～1mm according to the present invention.
The effect of invention
According to the present invention, because in frame panel, the a plurality of raised lines that form on the panel length direction slightly are set up in parallel mutually abreast, two ends at the panel width of each raised line, with raised line the otch of the specific length in the perforation panel table is set according to each certain intervals ground slightly abreast, so can the expectation the position with frame panel with the bending of arbitrarily angled ground, can be used in the angle part of the template of various sizes.
Description of drawings
Fig. 1 is the phantom drawing of outward appearance of the template for buildings panel of expression embodiments of the present invention.
Fig. 2 is the sectional view of its frame panel of embodiments of the present invention.
Fig. 3 be embodiments of the present invention frame panel face enlarged drawing.
Fig. 4 is the phantom drawing of expression outward appearance during along the bending of otch row with the frame panel of embodiments of the present invention.
Fig. 5 is the figure of construction example of the frame panel of expression embodiments of the present invention
The explanation of symbol
1 frame panel
11 raised lines
12 ribs
13,21 otch
14 caps
15 dividing plate patchholes
16 slot parts
22 return portion
Above 31
32 sides
101 pipes
102 templates support
103 support components
The specific embodiment
＜structure 〉
Fig. 1 is the phantom drawing of outward appearance of the template for buildings panel 1 of expression embodiments of the present invention.In addition, Fig. 2 is the sectional view of its frame panel 1 of embodiments of the present invention, the A-A section of presentation graphs 1.
Below, be to utilize these figure, the structure of the frame panel 1 of present embodiment is described.
As shown in the figure, frame panel 1 is, the material of the plate shape of steel is bent into slightly square-wave form of positive slightly square shape and section, the frame panel that cuts off the type of not removing that processes shape.
For example, the size of the product of finishing of this frame panel 1 is, length 300～7000mm, and width 600mm is about thickness 0.2～1.0mm.
Like this,, on frame panel 1, be set up in parallel a plurality of raised lines 11 that are parallel to each other, strengthened the intensity of panel 1 self with predetermined distance by the panel steel plate being bent into slightly square-wave form of section.
In addition, be configured as equilateral square waveform, particularly, brought into play excellent intensity relatively from the power of surface or the inside side by section with panel.
And then, in the present embodiment, with the formation direction of this raised line 11 " length direction " as frame panel 1, will be in frame panel 1, the direction vertical with its length direction is as " width ".
As shown in the figure, its raised line 11, by top 31 and the side 32 on the two sides that 31 two widths are provided with continuously on this constituted.
The length of the width (depth direction) of the length of 31 width and side 32 is about 10～20mm above being somebody's turn to do.
Being spaced apart about 10～50mm of the width of the raised line 11 that adjoins each other in addition.
In addition, the concave surface between each raised line 11 according to each predetermined distance, is concatenated to form the slot part 16 of the section concavity of the rib 12 of section convex of a plurality of widths and width abreast with raised line 11.
In the present embodiment, width with raised line 11 → slot part 16 → rib 12 → slot part 16 → rib 12 → ... → slot part 16 → raised line 11 → ... mode be provided with, slot part 16 is arranged at the both sides of the width of raised line 11 continuously.
These rib 12 width are about 8～20mm, highly are about 3～10mm, and its width section forms for example semicircle arcuation.
In addition, slot part 16 forms about width 2～10mm.
And then the two ends of the panel width of raised line 11 promptly, at rib 12 be adjacent on the line of demarcation between the slot part 16 of its rib 12, are provided with the otch 13 of specific length abreast the dotted line shape with predetermined distance and raised line 11.
By otch 13 row along this dotted line shape, frame panel 1 is bent into the angle of regulation, can form the angle part of template.
In addition, otch 13 row by along this dotted line shape in repeatedly bending repeatedly of both forward and reverse directions, can easily cut into desired size with frame panel 1 with frame panel 1.
In addition, its otch 13 is a minute widths, and the otch in the table of the frame panel 1 of perforation specific length forms after placing of concrete or mortar, can not spill liquid concrete or mortar from its otch 13.In addition, the width of its otch 13 forms and can discharge the degree that is contained in the redundant moisture in its concrete or the mortar.
For example, this otch 13 is about width 0.3～1mm, and about length 10～50mm, the interval of the length direction of its otch 13 forms the dotted line shape about 10～30mm.
In addition, because the interval of the width of otch 13 row, come down to the interval of the width of raised line 11, the perhaps length of top 31 of raised line 11 width, so the formation of the panel width by suitably adjusting this raised line 11 is at interval or top 31 width, can be easily with the interval of the width of otch 13 row be adjusted to about 10～50mm arbitrarily at interval.
Thus, the bending position of frame panel 1 can be designed freely in the position of expectation, the degree of freedom of the design in the time of can improving template construction significantly.
In addition, 31 sides on raised line 11 are provided with the cap 14 of a plurality of lid shapes.This cap 14 1 is uncapped, just can form dividing plate patchhole 15.
As mentioned above,, constitute template,, support 102 with template to fix by dividing plate being inserted dividing plate patchhole 15 though, make frame panel 1 opposed and erect and be provided with in when construction, can this opposed frame panel 1 is connected to each other.
Fig. 3 be embodiments of the present invention frame panel face enlarged drawing.
As shown in the figure, 31 sides on raised line 11 stay a round part and the otch 21 of the C word shape in the perforation table are set and the return portion 22 of its otch 21 as the part of the circle that stays is not set, and form described cap 14.
By along this return portion 22 cap 14 being turned back, cap 14 becomes the state of uncapping, and forms dividing plate patchhole 15.
Fig. 4 is the phantom drawing of expression outward appearance during along otch 13 row bendings with the frame panel 1 of embodiments of the present invention.
Frame panel 1 can be listed in the angle bending freely of regulation along otch 13.For example, as shown in the figure,, can be used in the concrete foundation of building or the angle part of wall by along otch 13 slightly bendings squarely of row.
Thus, needn't prepare the template parts of angle part special use especially,, just can form two template part of planar section and angle part only with frame panel 1.
The construction example of＜frame panel 1 〉
Fig. 5 is the figure of construction example of the frame panel 1 of expression embodiments of the present invention.
As shown in the figure, while make frame panel 1 opposed setting, the formation template erect.
At this moment, about plane (straight line) part of template, not bending ground directly uses frame panel 1.On the other hand, about the angle part of template, use along otch 13 row bendings arbitrarily.
When template construction, frame panel 1 is erect and is arranged to and other frame panel 1 of adjacency is superimposed with each other the end of width.
At this moment, the position of described dividing plate patchhole 15 is also overlapped.Fixing by dividing plate being inserted this overlapped dividing plate patchhole 15 and template being supported 102 usefulness nuts etc., the frame panel 1 that adjoins each other is fixed to one another, fix mutual opposed frame panel 1 interval each other simultaneously.
In addition, when template construction,, set up pipe 101 etc., strengthen the intensity of formwork integral at width in the face side (exterior side of template) of frame panel 1.
This pipe 101 supports 102 by template and keeps, and is fixed on the face of frame panel 1.
In addition, the ground connection side of frame panel 1, the support component 103 setting settings that the section that is formed longways than other sides by a side omits the word shape of コ.
At the groove of the word shape of the コ of this support component 103, the waveform section side of inserting odd side board panel 1, with the setting tool of nail etc. that support component 103 and frame panel 1 is fixing.
The summary of＜embodiment 〉
As described above, according to present embodiment, be provided with in the lump with the interval of regulation slightly abreast mutually at a plurality of raised lines 11, and then, in the frame panel 1 that the rib 12 of a plurality of reinforcement usefulness slightly is provided with mutually abreast in the lump between its raised line 11, because at raised line 11 be adjacent between the rib 12 of its raised line 11, slightly be provided with the row of the otch 13 that bending uses abreast with its raised line 11 the dotted line shape, so pass through frame panel 1 in position bending easily arbitrarily, just can not be used in the section straight line portion of template as template, can also be used in the angle part of wide variety of sizes.
In addition,, spill, simultaneously the redundant moisture in concrete or the mortar is discharged naturally so can prevent concrete or mortar because the width of otch 13 is small length.
In addition,,, frame panel 1 can be easily cut off, the frame panel of various size can be easily made repeatedly to the both forward and reverse directions bending by row along otch 13.This result can cooperate the template of various sizes, saves and uses electric knife etc. specially to cut off such complicated operations, can improve the efficient of construction.
And then described embodiment is an example of suitable enforcement of the present invention, and embodiments of the invention are not defined in this, in the scope that does not depart from purport of the present invention, can carry out being out of shape implementing of all kindsly.
Claims (5)
1. a frame panel is the frame panel that uses as concrete template, it is characterized in that,
In described frame panel, a plurality of raised lines that form on the panel length direction slightly are set up in parallel mutually abreast at the panel width,
At the two ends of the panel width of described each raised line, with described raised line slightly abreast according to each certain intervals, the otch that connects the specific length in the panel table is set.
2. a frame panel is the frame panel that uses as concrete template, it is characterized in that,
In described frame panel, a plurality of raised lines that form on the panel length direction slightly are set up in parallel mutually abreast at the panel width,
Between this raised line, slightly on the panel width, be set up in parallel a plurality of ribs abreast with described raised line,
At described raised line be adjacent between the rib of this raised line, with described raised line slightly abreast at the panel length direction according to each certain intervals, be provided with the otch that connects the specific length in the panel table.
3. frame panel as claimed in claim 1 or 2 is characterized in that,
The two ends of the panel width of described each raised line are provided with continuously by slot part and described rib respectively,
On the line of demarcation of described raised line and slot part and on the line of demarcation of described rib and slot part, form the row of described otch.
4. as the frame panel of claim 1～3 described in each, it is characterized in that above-mentioned otch by along the row of above-mentioned otch and in both forward and reverse directions bending repeatedly, can form with cutting off.
5. as the frame panel of claim 1～4 described in each, it is characterized in that the width of above-mentioned otch is 0.3～1mm.
Applications Claiming Priority (3)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2006176975A JP3934668B1 (en) | 2006-06-27 | 2006-06-27 | Formwork panel |
| JP176975/2006 | 2006-06-27 | ||
| PCT/JP2007/060352 WO2008001559A1 (en) | 2006-06-27 | 2007-05-21 | Form panel |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN101466903A true CN101466903A (en) | 2009-06-24 |
| CN101466903B CN101466903B (en) | 2012-12-05 |
Family
ID=38249176
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2007800215637A Expired - Fee Related CN101466903B (en) | 2006-06-27 | 2007-05-21 | Frame panel |
Country Status (5)
| Country | Link |
|---|---|
| US (1) | US20100275547A1 (en) |
| JP (1) | JP3934668B1 (en) |
| KR (1) | KR20090019661A (en) |
| CN (1) | CN101466903B (en) |
| WO (1) | WO2008001559A1 (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104088369A (en) * | 2014-06-09 | 2014-10-08 | 南京长江都市建筑设计股份有限公司 | Placing and connecting method of obliquely-placed profiled steel sheet and uprightly-placed steel beam |
Families Citing this family (12)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US8943774B2 (en) | 2009-04-27 | 2015-02-03 | Cfs Concrete Forming Systems Inc. | Methods and apparatus for restoring, repairing, reinforcing and/or protecting structures using concrete |
| KR101065004B1 (en) * | 2011-04-22 | 2011-09-16 | 변영준 | Multifunctional panel for building |
| WO2013005232A1 (en) * | 2011-07-05 | 2013-01-10 | Council Of Scientific & Industrial Research | Laced composite system |
| JP2014101654A (en) * | 2012-11-19 | 2014-06-05 | Nisshin A & C Co Ltd | Reinforcement structure of concrete and reinforcement method |
| CN103418900B (en) * | 2013-07-18 | 2016-08-10 | 浙江中隧桥波形钢腹板有限公司 | Double corrugated sheet steels combined member in length and breadth and manufacturing process |
| EP3397823B1 (en) | 2015-12-31 | 2022-03-09 | CFS Concrete Forming Systems Inc. | Structure-lining apparatus with adjustable width and tool for same |
| WO2018184103A1 (en) | 2017-04-03 | 2018-10-11 | Cfs Concrete Forming Systems Inc. | Longspan stay-in-place liners |
| CA3084840C (en) | 2017-12-22 | 2024-04-16 | Cfs Concrete Forming Systems Inc. | Snap-together standoffs for restoring, repairing, reinforcing, protecting, insulating and/or cladding structures |
| CN108951971B (en) * | 2018-08-03 | 2019-11-19 | 中国建筑第八工程局有限公司 | Steel construction shear wall |
| CN109653489B (en) * | 2019-01-25 | 2023-11-03 | 曹海峰 | Multifunctional universal board for building |
| AU2020218008A1 (en) | 2019-02-08 | 2021-09-16 | Cfs Concrete Forming Systems Inc. | Retainers for restoring, repairing, reinforcing, protecting, insulating and/or cladding structures |
| JP7149475B1 (en) | 2021-06-24 | 2022-10-07 | 株式会社豊神 | formwork panel |
Family Cites Families (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US2585976A (en) * | 1947-05-02 | 1952-02-19 | Elsie T Teeter | Vehicle body |
| US3427767A (en) * | 1965-07-21 | 1969-02-18 | Ernest R Schaefer | Building structure |
| CN1024770C (en) * | 1991-01-26 | 1994-06-01 | 洪昭平 | Improved method for producing prefabricated panels |
| US5600928A (en) * | 1995-07-27 | 1997-02-11 | Uc Industries, Inc. | Roof vent panel |
| JP3803716B2 (en) * | 1996-09-13 | 2006-08-02 | 竹男 岡田 | Metal formwork panel and formwork using the formwork panel |
| JP2000352136A (en) * | 1999-06-09 | 2000-12-19 | Alinco Inc | Form panel |
| KR100822129B1 (en) * | 2000-08-04 | 2008-04-15 | 야나기하라 미노리 | Form panel |
-
2006
- 2006-06-27 JP JP2006176975A patent/JP3934668B1/en active Active
-
2007
- 2007-05-21 CN CN2007800215637A patent/CN101466903B/en not_active Expired - Fee Related
- 2007-05-21 US US12/308,257 patent/US20100275547A1/en not_active Abandoned
- 2007-05-21 KR KR1020077029783A patent/KR20090019661A/en not_active Application Discontinuation
- 2007-05-21 WO PCT/JP2007/060352 patent/WO2008001559A1/en active Application Filing
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104088369A (en) * | 2014-06-09 | 2014-10-08 | 南京长江都市建筑设计股份有限公司 | Placing and connecting method of obliquely-placed profiled steel sheet and uprightly-placed steel beam |
Also Published As
| Publication number | Publication date |
|---|---|
| KR20090019661A (en) | 2009-02-25 |
| WO2008001559A1 (en) | 2008-01-03 |
| JP3934668B1 (en) | 2007-06-20 |
| US20100275547A1 (en) | 2010-11-04 |
| JP2008007967A (en) | 2008-01-17 |
| CN101466903B (en) | 2012-12-05 |
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Granted publication date: 20121205 Termination date: 20200521 |
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| CF01 | Termination of patent right due to non-payment of annual fee |