JP4546313B2 - Pile circumference filling liquid - Google Patents
Pile circumference filling liquid Download PDFInfo
- Publication number
- JP4546313B2 JP4546313B2 JP2005108583A JP2005108583A JP4546313B2 JP 4546313 B2 JP4546313 B2 JP 4546313B2 JP 2005108583 A JP2005108583 A JP 2005108583A JP 2005108583 A JP2005108583 A JP 2005108583A JP 4546313 B2 JP4546313 B2 JP 4546313B2
- Authority
- JP
- Japan
- Prior art keywords
- cement
- binder
- filling liquid
- weight
- water
- 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 - Lifetime
Links
Images
Classifications
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02P—CLIMATE CHANGE MITIGATION TECHNOLOGIES IN THE PRODUCTION OR PROCESSING OF GOODS
- Y02P40/00—Technologies relating to the processing of minerals
- Y02P40/10—Production of cement, e.g. improving or optimising the production methods; Cement grinding
Landscapes
- Piles And Underground Anchors (AREA)
- Curing Cements, Concrete, And Artificial Stone (AREA)
Description
本発明は、地盤との摩擦を高めるために既成杭(鋼製、コンクリート製など材質は特に限定されない)の杭周部に充填される杭周充填液に関するものである。 The present invention relates to a pile circumference filling liquid filled in a pile circumference portion of an existing pile (materials such as steel and concrete are not particularly limited) in order to increase friction with the ground.
既成杭の施工においては、杭周と地盤との摩擦を高めるため、杭周部に硬化性の充填液が充填される。その充填液は要求される強度を確保する中で、地盤との摩擦性、充填性に優れるといった機能面、施工面だけでなく、セメントや混和剤の添加量が少なくて済むなど経済性にも優れた充填液が望まれている。 In the construction of pre-made piles, in order to increase the friction between the pile circumference and the ground, the pile circumference is filled with a curable filling liquid. While the required strength of the filling liquid ensures the required strength, not only in terms of functionality and construction, such as excellent frictional properties and filling properties, but also in terms of economics such as the addition of cement and admixtures can be reduced. An excellent filling liquid is desired.
地盤との摩擦を高め、杭の支持力をより向上させる方法としては、充填液に膨張性能を持たせることが有効であると考えられ、そのようなものとしては、例えば特許文献1〜3に記載された発明がある。 As a method for increasing the friction with the ground and further improving the bearing capacity of the pile, it is considered effective to give the filling liquid expansion performance. There are described inventions.
特許文献1には、杭周充填液に膨張性能を与えるために、セメントミルク全量の約一割程度の膨張セメント(膨張材)を混入することが記載されている。 Patent Document 1 describes that about 10% of the total amount of cement milk is mixed with expanded cement (expanded material) in order to give expansion performance to the pile circumference filling liquid.
特許文献2には、高炉セメントまたは普通ポルトランドセメントに高炉スラグ微粉末を混合した高炉スラグ微粉末混入セメントに重量で2%以下程度の無水石膏を加え、さらにメチルセルロースなどの増粘剤を加え、水セメント比を40〜80%程度とした杭周固定液が記載されている。 In Patent Document 2, a blast furnace slag fine powder mixed with blast furnace slag or ordinary Portland cement is mixed with an anhydrous gypsum of about 2% or less by weight, a thickener such as methylcellulose is added, and water is added. Pile circumference fixing liquid having a cement ratio of about 40 to 80% is described.
特許文献3には、基礎杭の拡大球根部を造成するための充填液として、セメントペーストにカルシウムサルホアルミネート系の膨張材を添加し、膨張材を含めた水・結合材比を65%以下としたものが記載されている。
従来の杭周充填液等は、一般に、膨張性を与えるために、高価な材料を用いており、結合材水比も小さく、コストが高くつく。 Conventional pile circumference filling liquid or the like generally uses an expensive material in order to impart expansibility, has a small binder water ratio, and is expensive.
例えば、上述した特許文献1〜3に記載されるものも、増粘材やカルシウムサルホアルミネート(略CSA)系の膨張材など高価な材料を用いており、水・結合材比も低く、セメントや膨張材の配合量が多い配合となっている。そのため、コストが高くつき、かつ粘性が高いため施工性の悪い充填液となっている。 For example, those described in Patent Documents 1 to 3 described above also use expensive materials such as thickeners and calcium sulfoaluminate (substantially CSA) -based expansion materials, and have a low water / binder ratio, and cement. And a large amount of expansion material. Therefore, the cost is high and the viscosity is high, so that the filling liquid has poor workability.
本発明は、このような背景のもとに開発されたものであり、杭周充填液としての要求される摩擦性の面での強度を確保しつつ、よりコストの低い膨張性材料の使用において、水・結合材比も大きい低粘性の配合が可能な施工性に優れた杭周充填液を提供することを目的としている。 The present invention was developed based on such a background, and in the use of an inflatable material having a lower cost while ensuring the strength in terms of friction required as a pile circumference filling liquid. An object of the present invention is to provide a pile filling liquid excellent in workability capable of blending with a low viscosity with a large water / binder ratio.
本願の請求項1に係る杭周充填液は、セメントを主体とする結合材に水を加えてなる杭周充填液において、前記セメントが高炉セメントB種であり、前記結合材がその重量に対し産業副産物としての無水石膏を7重量%以上9重量%以内含有し、かつ水・結合材比が80〜100%であることを特徴とするものである。 The pile circumference filling liquid according to claim 1 of the present application is a pile circumference filling liquid obtained by adding water to a binder mainly composed of cement, wherein the cement is blast furnace cement type B, and the binder is based on its weight. Anhydrous gypsum as an industrial by-product is contained in an amount of 7 to 9% by weight , and the water / binder ratio is 80 to 100%.
また、本願の請求項2に係る杭周充填液は、セメントを主体とする結合材に水を加えてなる杭周充填液において、前記セメントが普通ポルトランドセメントであり、前記結合材がその重量に対し産業副産物としての無水石膏を6重量%以上8重量%以内含有し、かつ水・結合材比が80〜100%であることを特徴とするものである。 Moreover, the pile circumference filling liquid according to claim 2 of the present application is a pile circumference filling liquid obtained by adding water to a binder mainly composed of cement, wherein the cement is ordinary Portland cement, and the binder is added to its weight. On the other hand, it is characterized in that it contains 6% by weight or more and 8% by weight or less of anhydrous gypsum as an industrial by-product , and the water / binder ratio is 80 to 100%.
膨張性能を持たせる材料として、セメントと反応してエトリンガイトを発生する材料があるが、このような材料でコストの安い材料として、フッ酸を生成する過程で発生する無水石膏がある。また、その他、工場の排煙の脱硫対策で生成される二水石膏、肥料の燐酸生成時に発生する二水石膏がある。 As a material that gives expansion performance, there is a material that generates ettringite by reacting with cement, and an inexpensive gypsum generated in the process of generating hydrofluoric acid is a material that is low in cost. In addition, there are dihydrate gypsum produced as a countermeasure for desulfurization of factory flue gas, and dihydrate gypsum produced when fertilizer produces phosphoric acid.
これらは、何れも産業副産物であるが、本発明は、これらの安価な材料を用いて種々の実験および検討を行い、その結果、従来にない混合比において、膨張性能があり、かつ所定の強度が得られ、施工性にも優れた杭周充填液の配合を見出したものである。 Although these are all industrial by-products, the present invention has been subjected to various experiments and studies using these inexpensive materials. Is obtained, and the compounding of the pile periphery filling liquid which was excellent also in workability was discovered.
すなわち、結合材の主体となるセメントとして、高炉セメントB種を用いた場合において、結合材の全重量に対し無水石膏を7重量%以上含有させ、水・結合材比を80〜100%とすれば(請求項1)、本発明が目指す諸性能が得られる。 That is, when blast furnace cement type B is used as the main cement of the binder, 7% by weight or more of anhydrous gypsum is contained with respect to the total weight of the binder, and the water / binder ratio is 80 to 100%. (Claim 1), various performances aimed by the present invention can be obtained.
無水石膏が7重量%未満の場合、後述する試験結果から分かるように、十分な膨張性能および杭周充填液としての摩擦抵抗が得られない。なお、無水石膏を8重量%より多く含有させた場合、膨張性能は増しても、摩擦抵抗はあまり向上せず、逆に多過ぎた場合には強度が低下するため、9重量%程度以内が適当であると考えられる。 When the anhydrous gypsum is less than 7% by weight, as can be seen from the test results described later, sufficient expansion performance and frictional resistance as a pile circumference filling liquid cannot be obtained. When anhydrous gypsum is included in an amount of more than 8% by weight, even if the expansion performance is increased, the frictional resistance is not improved so much. It is considered appropriate.
また、水・結合材比を80〜100%としたのは、水・結合材比を80%以上となるように水の配合割合を大きくすることで、特に減水剤などを使用せずに施工しやすい流動性が得られることと、100%より大きくすると要求される強度の確保が困難となることによるものである。 In addition, the water / binder ratio was set to 80-100% by increasing the blending ratio of water so that the water / binder ratio was 80% or more. This is because it is easy to obtain fluidity, and when it exceeds 100%, it is difficult to ensure the required strength.
なお、本願において、水・結合材比は、水の重量とセメントおよび無水石膏あるいは二水石膏を含む結合材全体の重量との比を言うものとする。 In the present application, the water / binder ratio means the ratio between the weight of water and the total weight of the binder including cement and anhydrous gypsum or dihydrate gypsum.
請求項2は、請求項1における高炉セメントB種の代わりに普通ポルトランドセメントを用いる場合であり、後述する試験結果から分かるように、普通ポルトランドセメントを用いた場合は、無水石膏を結合材の全重量に対し6重量%以上含有させ、水・結合材比を80〜100%とすれば、本発明が目指す諸性能が得られる。 Claim 2 is a case where ordinary Portland cement is used instead of the blast furnace cement type B in Claim 1, and as can be seen from the test results described later, when ordinary Portland cement is used, anhydrous gypsum is added to the entire binder. When the content is 6% by weight or more with respect to the weight and the water / binder ratio is 80 to 100%, various performances aimed by the present invention can be obtained.
また、請求項1の場合と同様の理由で、無水石膏は8重量%以内程度が適当であると考えられる。 Further, for the same reason as in the case of claim 1, it is considered that the anhydrous gypsum is about 8% by weight or less.
本願の請求項3に係る杭周充填液は、セメントを主体とする結合材に水を加えてなる杭周充填液において、前記セメントが高炉セメントB種であり、前記結合材がその重量に対し産業副産物としての二水石膏を9重量%以上12重量%以内含有し、かつ水・結合材比が80〜100%であることを特徴とするものである。 The pile circumference filling liquid according to claim 3 of the present application is a pile circumference filling liquid formed by adding water to a cement-based binder, wherein the cement is blast furnace cement type B, and the binder is based on its weight. It is characterized by containing dihydrate gypsum as an industrial by-product in an amount of 9% by weight to 12% by weight and a water / binder ratio of 80 to 100%.
請求項3は、請求項1における無水石膏の代わりに二水石膏を用いる場合であり、後述する試験結果から分かるように、二水石膏を用いる場合は結合材の全重量に対し9重量%以上含有させ、水・結合材比を80〜100%とすれば、本発明が目指す諸性能が得られる。 Claim 3 is a case where dihydrate gypsum is used instead of anhydrous gypsum in claim 1, and as can be seen from the test results described later, when dihydrate gypsum is used, it is 9% by weight or more based on the total weight of the binder. If it is contained and the water / binder ratio is 80 to 100%, various performances aimed by the present invention can be obtained.
請求項1の場合と同様の理由で、二水石膏は12重量%以内程度が適当であると考えられる。 For the same reason as in the case of claim 1, it is considered that about 12% by weight of dihydrate gypsum is appropriate.
本願の請求項4に係る杭周充填液は、セメントを主体とする結合材に水を加えてなる杭周充填液において、前記セメントが普通ポルトランドセメントであり、前記結合材がその重量に対し産業副産物としての二水石膏を8重量%以上10重量%以内含有し、かつ水・結合材比が80〜100%であることを特徴とするものである。
The pile circumference filling liquid according to
請求項4は、請求項3における高炉セメントB種の代わりに普通ポルトランドセメントを用いる場合であり、後述する試験結果から分かるように、普通ポルトランドセメントと二水石膏を用いた場合は、二水石膏を結合材の全重量に対し8重量%以上含有させ、水・結合材比を80〜100%とすれば、本発明が目指す諸性能が得られる。
請求項1の場合と同様の理由で、二水石膏は10重量%以内程度が適当であると考えられる。 For the same reason as in the case of claim 1, it is considered that dihydrate gypsum is suitable within about 10% by weight.
本発明によれば、セメントを主体とする結合材の一部所定量を、無水石膏あるいは二水石膏といった産業副産物として安価に入手可能な材料に置き換えることで、高価な膨張材や特に混和剤など用いなくとも、杭周充填液として要求される強度を確保することができ、かつ水・結合材比が80〜100%とすることで、低粘性の施工性の良い杭周充填液が得られる。 According to the present invention, a predetermined amount of a binder mainly composed of cement is replaced with a material that is inexpensively available as an industrial by-product such as anhydrous gypsum or dihydrate gypsum, so that an expensive expansion material, particularly an admixture, etc. Even if it is not used, the strength required as the pile circumference filling liquid can be ensured and the water / binding material ratio is set to 80 to 100%, so that a low viscosity workable pile circumference filling liquid can be obtained. .
図1は、請求項1に係る発明に関し、無水石膏置換率と膨張歪の関係を求めた試験結果を示したものである。 FIG. 1 relates to the invention according to claim 1 and shows the test results for determining the relationship between the anhydrous gypsum replacement rate and the expansion strain.
すなわち、結合材の主体となるセメントとして高炉セメントB種を用い、結合材の全重量に対する無水石膏の重量を置換率と定義し、種々の置換率について膨張歪の測定を行い、そのうち置換率5%、6%、7%、8%、9%について材齢と膨張歪の関係をグラフに表わしたものである。水・結合材比(W/B)は85%とした。 That is, blast furnace cement type B is used as the main cement of the binder, the weight of anhydrous gypsum relative to the total weight of the binder is defined as the substitution rate, and the expansion strain is measured for various substitution rates. The graph shows the relationship between age and expansion strain for%, 6%, 7%, 8%, and 9%. The water / binder ratio (W / B) was 85%.
この試験では、中央部に埋め込み型ゲージを設置した30cm×10cm×10cmのポリプロピレン製の型枠内に杭周充填液を打設し、翌日脱型し、試験体をラップ養生とさらにビニール袋に入れて乾燥しないように養生し、20℃の養生条件下で膨張量の測定を行った。 In this test, a pile circumference filling liquid was placed in a 30 cm × 10 cm × 10 cm polypropylene mold with an embedded gauge installed in the center, and the mold was removed the next day. It was cured so as not to dry, and the amount of expansion was measured under a curing condition of 20 ° C.
図2は、請求項1に係る発明に関し、無水石膏置換率と押し抜き抵抗力の関係を求めた試験結果を示したものである。 FIG. 2 relates to the invention according to claim 1 and shows the test results for the relationship between the anhydrous gypsum replacement rate and the punching resistance.
この試験では、外径139.8mm、高さ160mmの鋼管内に、杭周充填液を充填し、所定の材齢時(7日、14日)に鋼管内径とほぼ同一径の円形プレートを載荷面に設置し、これを圧縮試験機で押すことにより、押し抜き時の最高荷重値を測定した。 In this test, a steel pipe having an outer diameter of 139.8 mm and a height of 160 mm is filled with a pile circumference filling liquid, and a circular plate having the same diameter as the inner diameter of the steel pipe is loaded at a predetermined age (7 days, 14 days). The maximum load value at the time of punching was measured by installing it on the surface and pressing it with a compression tester.
図1、図2からわかるように、鋼管内に充填した充填液の膨張による押し抜き抵抗カを測ると、置換率7%と9%ではほぼ同程度の値となり、目安として1200μ以上の膨張量があるとあまり押し抜き抵抗カに差はでない。 As can be seen from FIGS. 1 and 2, when the punching resistance due to the expansion of the filling liquid filled in the steel pipe is measured, the values are almost the same at the substitution rates of 7% and 9%, and the expansion amount is 1200 μm or more as a guide. If there is, there is not much difference in punching resistance.
しかし、無水石膏をさらに多く添加すると逆に強度が低下し、コスト増になるため、置換率7%が性能的にもコスト的にも好ましい混合比となる。 However, if more gypsum is added, the strength is decreased and the cost is increased. Therefore, a substitution rate of 7% is a preferable mixing ratio in terms of performance and cost.
図1において、置換率5%および6%の場合、膨張歪が1000μに達しておらず、杭周充填液として要求される強度や摩擦に対し、十分とは言えない。 In FIG. 1, when the replacement ratios are 5% and 6%, the expansion strain does not reach 1000 μm, which is not sufficient for the strength and friction required as the pile circumference filling liquid.
図3は、請求項2に係る発明に関し、無水石膏置換率と膨張歪の関係を求めた試験結果を示したものである。 FIG. 3 relates to the invention according to claim 2 and shows the test results for determining the relationship between the anhydrous gypsum replacement rate and the expansion strain.
図4は、同様に請求項3に係る発明に関し、二水石膏置換率と膨張歪の関係を求めた試験結果を示したものである。 FIG. 4 shows the test results for determining the relationship between the dihydrate gypsum replacement rate and the expansion strain in the same manner as in the invention according to claim 3.
図5は、請求項4に係る発明に関し、二水石膏置換率と膨張歪の関係を求めた試験結果を示したものである。
FIG. 5 relates to the invention according to
本発明者は、これら図3〜5に示されるように、各組合せで1200μ以上の膨張量が得られる好ましい混合比は、普通ポルトランドセメントと無水石膏の組み合わせ(請求項2)で6%、高炉セメントB種と二水石膏の組み合わせ(請求項3)で9%、普通ポルトランドセメントと二水石膏の組み合わせ(請求項4)で8%となることを見出した。 As shown in FIGS. 3 to 5, the present inventor found that a preferable mixing ratio for obtaining an expansion amount of 1200 μm or more in each combination is 6% for a combination of ordinary Portland cement and anhydrous gypsum (Claim 2), and a blast furnace. It was found that the combination of Cement B type and dihydrate gypsum (Claim 3) was 9%, and the combination of ordinary Portland cement and dihydrate gypsum (Claim 4) was 8%.
表1は、本願発明の杭周充填液の代表的な配合例をまとめて示したものである。 Table 1 summarizes typical blending examples of the pile periphery filling liquid of the present invention.
Claims (4)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2005108583A JP4546313B2 (en) | 2005-04-05 | 2005-04-05 | Pile circumference filling liquid |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2005108583A JP4546313B2 (en) | 2005-04-05 | 2005-04-05 | Pile circumference filling liquid |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JP2006283521A JP2006283521A (en) | 2006-10-19 |
| JP4546313B2 true JP4546313B2 (en) | 2010-09-15 |
Family
ID=37405718
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP2005108583A Expired - Lifetime JP4546313B2 (en) | 2005-04-05 | 2005-04-05 | Pile circumference filling liquid |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP4546313B2 (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP6006381B1 (en) | 2014-11-11 | 2016-10-12 | 隆夫 中野 | Ready-made pile embedding method |
Family Cites Families (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP3831282B2 (en) * | 2002-03-25 | 2006-10-11 | 日本高圧コンクリート株式会社 | Pile circumference fixing liquid and underground pile creation method |
| JP3686888B2 (en) * | 2002-08-07 | 2005-08-24 | 花王株式会社 | Gap filling material and gap filling method |
-
2005
- 2005-04-05 JP JP2005108583A patent/JP4546313B2/en not_active Expired - Lifetime
Also Published As
| Publication number | Publication date |
|---|---|
| JP2006283521A (en) | 2006-10-19 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| JP6080570B2 (en) | Low-carbon three-component mixed binder having long-term high strength and high crack resistance, and concrete using the binder | |
| JP6338855B2 (en) | Concrete composition having initial and long-term high strength development and high crack resistance and concrete body using the composition | |
| JP2016030707A (en) | Method for producing high-strength concrete and concrete member | |
| JP2016183057A (en) | Cement composition | |
| JP2011006321A (en) | Cement composition | |
| CN106082795A (en) | Graphene oxide strengthens prestressed pore passage grouting material and preparation method thereof | |
| JP5743650B2 (en) | Method for producing slag curing composition | |
| KR101750011B1 (en) | Concrete binder composition containing polysilicon dry sludge powder | |
| JP4546313B2 (en) | Pile circumference filling liquid | |
| JP2019065638A (en) | Concrete, tunnel lining and concrete mix design method | |
| JP2003119066A (en) | Self-filling mortar composition | |
| KR20150068101A (en) | Cement composition for pretentioned spun high strength concrete pile and concrete composition including the same | |
| CN103880317B (en) | Pile tube high-performance polycarboxylic acids water reducing agent | |
| JP2015134697A (en) | concrete composition | |
| JP2013139367A (en) | Cement-based mixed material | |
| JP6035784B2 (en) | Medium fluidity concrete mixed with thickener and shrinkage reducing agent | |
| JP6292409B2 (en) | Method for producing hydrated solid body | |
| KR20130116979A (en) | Precast concrete segment for tunnel and manufacturing method of the same | |
| JP2013028474A (en) | Fiber-containing cement slurry | |
| JP5432431B2 (en) | High strength grout material | |
| JP7203389B2 (en) | Soil reforming material, soil reforming method, reformed soil, and soil reforming method | |
| JP2015180603A (en) | cement composition | |
| JP6734684B2 (en) | Ground improvement material and improved soil | |
| JP2018172526A (en) | Fluorine elution inhibitor, and method for producing improved soil | |
| JP6118490B2 (en) | Medium fluidity concrete |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| A711 | Notification of change in applicant |
Free format text: JAPANESE INTERMEDIATE CODE: A712 Effective date: 20070423 |
|
| A621 | Written request for application examination |
Free format text: JAPANESE INTERMEDIATE CODE: A621 Effective date: 20071207 |
|
| A977 | Report on retrieval |
Free format text: JAPANESE INTERMEDIATE CODE: A971007 Effective date: 20091216 |
|
| A131 | Notification of reasons for refusal |
Free format text: JAPANESE INTERMEDIATE CODE: A131 Effective date: 20091222 |
|
| A521 | Request for written amendment filed |
Free format text: JAPANESE INTERMEDIATE CODE: A523 Effective date: 20100222 |
|
| TRDD | Decision of grant or rejection written | ||
| A01 | Written decision to grant a patent or to grant a registration (utility model) |
Free format text: JAPANESE INTERMEDIATE CODE: A01 Effective date: 20100629 |
|
| A01 | Written decision to grant a patent or to grant a registration (utility model) |
Free format text: JAPANESE INTERMEDIATE CODE: A01 |
|
| A61 | First payment of annual fees (during grant procedure) |
Free format text: JAPANESE INTERMEDIATE CODE: A61 Effective date: 20100701 |
|
| FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20130709 Year of fee payment: 3 |
|
| R150 | Certificate of patent or registration of utility model |
Ref document number: 4546313 Country of ref document: JP Free format text: JAPANESE INTERMEDIATE CODE: R150 Free format text: JAPANESE INTERMEDIATE CODE: R150 |
|
| FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20130709 Year of fee payment: 3 |
|
| R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
| R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
| R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
| S111 | Request for change of ownership or part of ownership |
Free format text: JAPANESE INTERMEDIATE CODE: R313111 |
|
| R360 | Written notification for declining of transfer of rights |
Free format text: JAPANESE INTERMEDIATE CODE: R360 |
|
| R370 | Written measure of declining of transfer procedure |
Free format text: JAPANESE INTERMEDIATE CODE: R370 |
|
| S111 | Request for change of ownership or part of ownership |
Free format text: JAPANESE INTERMEDIATE CODE: R313111 |
|
| S533 | Written request for registration of change of name |
Free format text: JAPANESE INTERMEDIATE CODE: R313533 |
|
| R350 | Written notification of registration of transfer |
Free format text: JAPANESE INTERMEDIATE CODE: R350 |
|
| R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
| R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
| S531 | Written request for registration of change of domicile |
Free format text: JAPANESE INTERMEDIATE CODE: R313531 |
|
| R350 | Written notification of registration of transfer |
Free format text: JAPANESE INTERMEDIATE CODE: R350 |
|
| R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
| R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
| R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
| R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
| R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
| R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
| R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
| EXPY | Cancellation because of completion of term |