JP2007255146A - Draining method for building under construction - Google Patents

Draining method for building under construction Download PDF

Info

Publication number
JP2007255146A
JP2007255146A JP2006083838A JP2006083838A JP2007255146A JP 2007255146 A JP2007255146 A JP 2007255146A JP 2006083838 A JP2006083838 A JP 2006083838A JP 2006083838 A JP2006083838 A JP 2006083838A JP 2007255146 A JP2007255146 A JP 2007255146A
Authority
JP
Japan
Prior art keywords
water
floor
drainage
building
under construction
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
JP2006083838A
Other languages
Japanese (ja)
Inventor
Kazuhiko Soma
和彦 相馬
Shinichi Yusa
真一 遊佐
Koji Yamada
浩二 山田
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Maeda Corp
Original Assignee
Maeda Corp
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Maeda Corp filed Critical Maeda Corp
Priority to JP2006083838A priority Critical patent/JP2007255146A/en
Publication of JP2007255146A publication Critical patent/JP2007255146A/en
Pending legal-status Critical Current

Links

Images

Abstract

<P>PROBLEM TO BE SOLVED: To provide a draining method for a building under construction capable of efficiently draining water and realizing cost reduction. <P>SOLUTION: A low floor section 3 having a floor lower than the other floor 2 is formed on a specified story 1a of the building 1 under construction, and a drain port 3a is provided in the low floor section 3. When rainwater or the like flows into the specified story 1a of the building 1, the water is collected in the low floor section 3 and drained through the drain port 3a. After draining becomes no more necessary, the drain hole 3a is filled. By employing such a draining method of the building 1 under construction, manual removal of water and draining work using a drain pump, which have to be done heretofore, are no more necessary so that water is efficiently drained and costs can be reduced. Further, after draining work becomes no more necessary, the drain hole 3a is filled so that water is surely prevented from leaking into a story 1b just below the specified story 1a. <P>COPYRIGHT: (C)2008,JPO&INPIT

Description

本発明は、建設中の建物内に流入した雨水等の水を排出する建設中の建物の排水方法に関する。   The present invention relates to a method for draining a building under construction that drains water such as rainwater flowing into the building under construction.

建設中のマンション等の建物には、ユニットバスを設置するためのスペースが各階に設けられている。このようなユニットバスの設置スペースの床は、他の居住スペース等の床よりも一段低く形成されている。   Buildings such as condominiums under construction have spaces on each floor for installing unit baths. The floor of such a unit bath installation space is formed one step lower than the floors of other living spaces.

ところで、建設中の建物においては、上部階や屋根、壁を構築する前に雨水等の水が流入する場合があり、この水が、他の床よりも一段低く形成されたユニットバスの設置スペース等に溜まってしまう場合があった。従来、このような水を排水する際は、手作業での汲み出しや、排水ポンプ等を用いた排水作業が行われていた。   By the way, in buildings under construction, water such as rainwater may flow in before building the upper floors, roofs, and walls, and this water is one step lower than the other floors. Etc. Conventionally, when draining such water, manual pumping or drainage work using a drainage pump or the like has been performed.

しかし、このように手作業で汲み出す場合、作業員の負担が大きい割に排水量を稼ぐことができず、効率が悪かった。また、排水ポンプを用いた排水作業の場合、排水ポンプの稼動に係るコストが高くなってしまうという問題があった。
そこで、例えば特許文献1に記載のようなコンクリートスラブ内に埋設されたボイド管等を利用して雨水等の水を外部に排水し、上記のような問題を解決したいという要望があった。
特許第3676497号公報
However, when pumping out manually in this way, the amount of drainage could not be earned despite the heavy burden on workers, and efficiency was poor. In addition, in the case of drainage work using a drainage pump, there is a problem that the cost for operating the drainage pump becomes high.
Therefore, for example, there has been a demand for solving the above-described problems by draining water such as rainwater to the outside using a void pipe or the like embedded in a concrete slab as described in Patent Document 1.
Japanese Patent No. 3676497

ところが、上記特許文献1に記載のボイド管は中空スラブ形成用であり、上述したような雨水の排水が目的ではない。そのため、必ずしもユニットバスの設置スペース等にボイド管が敷設されてはいないので、新たに管を敷設しなければならない。また、排水が不要となった後は下部階への水漏れを防止する必要があるため、ボイド管によって中空に形成されたコンクリートスラブの中空部を埋めなければならない等、種々の不具合が生じてしまう場合があった。
そこで、このような不具合を生じさせずに雨水等を排水できるような技術の開発が望まれていた。
However, the void pipe described in Patent Document 1 is for forming a hollow slab, and is not intended to drain rainwater as described above. For this reason, since the void pipe is not necessarily laid in the unit bus installation space or the like, a new pipe must be laid. In addition, since it is necessary to prevent water leakage to the lower floor after drainage is no longer necessary, various problems such as having to fill the hollow part of the concrete slab formed hollow by the void pipe have occurred. There was a case.
Therefore, it has been desired to develop a technique that can drain rainwater and the like without causing such a problem.

本発明の課題は、効率良く排水できるとともに、コストの低減が可能な建設中の建物の排水方法を提供することを目的とする。   An object of the present invention is to provide a method for draining a building under construction that can efficiently drain water and can reduce costs.

請求項1に記載の発明は、例えば図1に示すように、予め建設中の建物1の所定階1aに、他の床2よりも一段低い低床部3を形成するとともに、この低床部3に排水孔3aを設けておき、前記建物1の所定階1aに雨水等の水が流入した際に、この水を低床部3に集水するとともに排水孔3aから排水し、排水不要後、前記排水孔3aを埋めることを特徴とする。   According to the first aspect of the present invention, for example, as shown in FIG. 1, a low floor portion 3 that is one step lower than the other floors 2 is formed on a predetermined floor 1a of a building 1 under construction in advance. 3 is provided with a drain hole 3a, and when water such as rainwater flows into the predetermined floor 1a of the building 1, the water is collected in the low floor 3 and drained from the drain hole 3a. The drain hole 3a is filled.

請求項1に記載の発明によれば、予め建設中の建物の所定階に、他の床よりも一段低い低床部を形成するとともに、この低床部に排水孔を設けておくので、建物の所定階に流入した雨水等の水を前記低床部に集水することができ、集水した水を前記排水孔から排水することができる。すなわち、前記低床部は、他の床よりも一段低く形成されているので、建物の所定階に流入した水を自然に低床部へと集水することができる。また、この低床部に前記排水孔を設けるので、集水された水を自然排水することができる。これによって、従来とは異なり、手作業での汲み出しや、排水ポンプ等を用いた排水作業を行う必要がないので、効率良く排水できるとともに、コストの低減が可能となる。
さらに、排水不要後は、前記排水孔を埋めるので、前記所定階の下部階への水漏れを確実に防ぐことが可能となる。
According to the first aspect of the present invention, a low floor portion that is one step lower than the other floors is formed on a predetermined floor of a building under construction in advance, and a drain hole is provided in the low floor portion. Water such as rainwater that has flowed into the predetermined floor can be collected in the low floor portion, and the collected water can be drained from the drain hole. That is, since the low floor portion is formed one step lower than the other floors, water flowing into a predetermined floor of the building can be naturally collected into the low floor portion. Moreover, since the said drain hole is provided in this low floor part, the collected water can be drained naturally. As a result, unlike conventional systems, there is no need to perform manual pumping or drainage using a drainage pump or the like, so that drainage can be performed efficiently and costs can be reduced.
Furthermore, since the drainage hole is filled after drainage is unnecessary, it is possible to reliably prevent water leakage to the lower floor of the predetermined floor.

請求項2に記載の発明は、例えば図2に示すように、請求項1に記載の建設中の建物1の排水方法において、前記排水孔3aの下方に、前記低床部3と外部とを連通する排水管4を設けることを特徴とする。   For example, as shown in FIG. 2, the invention described in claim 2 is a method for draining a building 1 under construction according to claim 1, wherein the low floor portion 3 and the outside are disposed below the drain hole 3 a. A drainage pipe 4 that communicates is provided.

請求項2に記載の発明によれば、前記排水孔の下方に、前記低床部と外部とを連通する排水管を設けるので、前記低床部に集水された雨水等の水を外部へと確実に自然排水することができる。これによって、従来とは異なり、手作業によって汲み出す必要がないので、より効率良く排水できる。   According to invention of Claim 2, since the drainage pipe which connects the said low floor part and the exterior is provided under the said drain hole, water, such as rain water collected by the said low floor part, is outside. And can be drained naturally. This makes it possible to drain water more efficiently because it is not necessary to draw it out manually.

本発明によれば、建物の所定階に流入した雨水等の水を、他の床よりも一段低い低床部へと自然に集水することができ、この低床部に設けられた排水孔によって、集水された水を自然排水することができる。これによって、従来とは異なり、手作業での汲み出しや、排水ポンプ等を用いた排水作業を行う必要がないので、効率良く排水できるとともに、コストの低減が可能となる。
さらに、排水不要後は、前記排水孔を埋めるので、前記所定階の下部階への水漏れを確実に防ぐことが可能となる。
According to the present invention, water such as rainwater that has flowed into a predetermined floor of a building can be naturally collected into a low floor portion that is one step lower than other floors, and a drain hole provided in the low floor portion. Thus, the collected water can be drained naturally. As a result, unlike conventional systems, there is no need to perform manual pumping or drainage using a drainage pump or the like, so that drainage can be performed efficiently and costs can be reduced.
Furthermore, since the drainage hole is filled after drainage is unnecessary, it is possible to reliably prevent water leakage to the lower floor of the predetermined floor.

以下、図面を参照して本発明の実施の形態について説明する。   Embodiments of the present invention will be described below with reference to the drawings.

図1、図2は本発明が適用される建設中の建物1の施工概要図である。この建設中の建物1は、鉄筋コンクリート造のマンションであり、図1は所定階1aの床スラブ10を斜め上方から見た斜視図であり、図2は図1に示す所定階1aの下部階1bで前記床スラブ10、すなわち天井スラブ10を下方から見上げた斜視図である。   1 and 2 are construction outline diagrams of a building 1 under construction to which the present invention is applied. The building 1 under construction is a reinforced concrete apartment, FIG. 1 is a perspective view of the floor slab 10 of the predetermined floor 1a as viewed obliquely from above, and FIG. 2 is the lower floor 1b of the predetermined floor 1a shown in FIG. It is the perspective view which looked up at the floor slab 10, ie, the ceiling slab 10, from below.

この建設中の建物1には、各階に複数の住戸が設けられており、これら複数の住戸には、それぞれユニットバスを設置するためのスペース3が設けられている。
そして、図1に示すように、このユニットバスを設置するためのスペース3は、浴室から水が溢れ出ないようにするために、他の居住スペースの床2よりも一段低い低床部3となっている。
したがって、例えば建設中の建物1の所定階1aに雨水等の水が流入した際は、前記他の居住スペースの床2には水が溜まりにくく、低床部3には水が溜まりやすい構造となる。これによって、この低床部3に雨水等の水を自然に集水することができるようになっている。
そして、このような低床部3に排水孔3aを設けることで、集水された水を自然に排水できるようになっている。
The building 1 under construction is provided with a plurality of dwelling units on each floor, and each of the plurality of dwelling units is provided with a space 3 for installing a unit bath.
And as shown in FIG. 1, the space 3 for installing this unit bath includes a low floor portion 3 that is one step lower than the floor 2 of other living spaces in order to prevent water from overflowing from the bathroom. It has become.
Therefore, for example, when rainwater or the like flows into the predetermined floor 1a of the building 1 under construction, the floor 2 of the other living space is unlikely to collect water, and the low floor portion 3 is likely to collect water. Become. As a result, water such as rain water can be naturally collected on the low floor 3.
And by providing the drain hole 3a in such a low floor part 3, the collected water can be drained naturally.

なお、図示はしないが、前記低床部3を他の居住スペースの床2よりも一段低くするだけでなく、この低床部3内に、さらに床面高さの低い部分を形成することが好ましい。この時、例えば排水孔3aを最低部とし、この最低部に向かって傾斜するようにして、所定の範囲内で低床部3の床面の一部を低く形成する。
すなわち、このように低い部分に前記排水孔3aを形成することによって、図1中の矢印のように、集水された水が排水孔3aに向かうようになるので、より自然排水しやすい構造となる。
Although not shown, not only the lower floor 3 is made one step lower than the floor 2 of another living space, but also a portion having a lower floor surface is formed in the lower floor 3. preferable. At this time, for example, the drain hole 3a is set as the lowest part, and a part of the floor surface of the low floor part 3 is formed low within a predetermined range so as to incline toward the lowest part.
That is, by forming the drainage hole 3a in such a low part, the collected water is directed toward the drainage hole 3a as shown by the arrow in FIG. Become.

また、前記排水孔3aを設ける際は、コンクリートを打設して床スラブ10を形成するのと同時に、この床スラブ10を貫通するようにして設け、この排水孔3aによって前記低床部3と下部階1bとを連通した状態とする。
一方、前記低床部3内の床面高さの低い部分を形成する際も、前記排水孔3aを設けるのと同時に形成作業を行うようにする。
Further, when the drain hole 3a is provided, the floor slab 10 is formed by casting concrete, and at the same time, the floor slab 10 is provided so as to penetrate the low floor portion 3 and the drain hole 3a. It is assumed that the lower floor 1b is in communication.
On the other hand, when forming the low floor portion in the low floor portion 3, the forming operation is performed simultaneously with the provision of the drain hole 3a.

さらに、この排水孔3aの下方に、図2に示すように、前記低床部3と外部とを連通する排水管4を設ける。また、この排水管4を設ける際は、前記排水孔3aと同じく、床スラブ10を形成するのと同時に排水孔3aに固定して設けるようにする。
そして、このように排水管4を設けることで、前記低床部3に集水された雨水等の水を外部へと確実に自然排水することができる。これによって、従来とは異なり、手作業によって汲み出す必要がないので、より効率良く排水できるようになっている。
なお、本実施の形態においては、この排水管4として例えば電気配線用配管等のホース状のものが用いられる。
Furthermore, as shown in FIG. 2, a drain pipe 4 that communicates the low floor portion 3 and the outside is provided below the drain hole 3a. When the drain pipe 4 is provided, the floor slab 10 is formed and fixed to the drain hole 3a at the same time as the drain hole 3a.
And by providing the drainage pipe 4 in this way, it is possible to naturally drain the water such as rainwater collected in the low floor portion 3 to the outside. As a result, unlike the conventional case, it is not necessary to pump out manually, so that drainage can be performed more efficiently.
In the present embodiment, a hose-shaped pipe such as an electric wiring pipe is used as the drain pipe 4.

また、前記所定階1aには複数の住戸が設けられているので、これら住戸の各低床部3に排水管4をそれぞれ設けるとともに、これら排水管4を同方向に延出して設け、排水ルートを確保する。
この時、排水管4は天井スラブから突出する複数の吊部材5によって吊設支持する。つまり、例えば先端がフック状に形成された吊部材5を用いての吊設支持や、排水管4と吊部材5とをワイヤ等で緊結して支持するような吊設が行われる。
さらに、図示はしないが、外部に貯水タンクを設置して、この貯水タンクに前記排水管4の先端が向かうようにしておくことが好ましい。
In addition, since the predetermined floor 1a is provided with a plurality of dwelling units, a drainage pipe 4 is provided on each low floor portion 3 of these dwelling units, and the drainage pipes 4 are provided to extend in the same direction. Secure.
At this time, the drain pipe 4 is suspended and supported by a plurality of suspension members 5 protruding from the ceiling slab. That is, for example, suspension support using the suspension member 5 whose tip is formed in a hook shape, or suspension such that the drain pipe 4 and the suspension member 5 are tightly coupled and supported by a wire or the like is performed.
Further, although not shown, it is preferable to install a water storage tank outside so that the tip of the drain pipe 4 faces this water storage tank.

次に、排水不要後の前記排水孔3aおよび排水管4の後処理について説明する。すなわち、排水不要後においては下部階1bへの水漏れを防止するために、前記排水孔3aを埋める。この時、排水孔3aの下方に設けられた前記排水管4を切除してから排水孔3aを埋めるようにする。また、排水不要後の前記排水管4は、天井スラブ10から下部階1bに向かって突出しないように切除する。   Next, post-processing of the drain hole 3a and drain pipe 4 after draining is not necessary will be described. That is, after the drainage is unnecessary, the drainage hole 3a is filled in order to prevent water leakage to the lower floor 1b. At this time, the drainage hole 3a is filled after the drainage pipe 4 provided below the drainage hole 3a is cut out. The drainage pipe 4 after drainage is unnecessary is cut out so as not to protrude from the ceiling slab 10 toward the lower floor 1b.

なお、上述したように、この排水孔3aは前記低床部3の中でもさらに低い部分に設けられるので、この排水孔3aの周囲も排水孔3aと同時に埋め立てて、前記低床部3の床面を平坦なものとする。
また、排水孔3aおよびその周囲を埋める補修剤として、本実施の形態ではモルタルが用いられる。このようにモルタルが用いられる場合は、その補修箇所に、浸透性の防水剤を散布して漏水を確実に防止する。
一方、本実施の形態の補修剤としては、モルタルだけに限られず、例えば漏水防止のコーキング材等でも良い。また、下部階1bへの水漏れを確実に防ぐことができれば、これら本実施の形態で挙げた補修剤に限られるものではない。
As described above, since the drain hole 3a is provided in a lower portion of the low floor portion 3, the periphery of the drain hole 3a is buried at the same time as the drain hole 3a, so that the floor surface of the low floor portion 3 is filled. Is flat.
Moreover, mortar is used in this Embodiment as a repair agent which fills the drain hole 3a and its periphery. When the mortar is used in this way, a water-permeable waterproofing agent is sprayed on the repaired portion to reliably prevent water leakage.
On the other hand, the repair agent of the present embodiment is not limited to mortar, and may be, for example, a caulking material for preventing water leakage. Moreover, if the water leak to the lower floor 1b can be prevented reliably, it is not restricted to the repair agent quoted in these this Embodiment.

本実施の形態によれば、建物1の所定階1aに流入した雨水等の水を、他の床2よりも一段低い低床部3へと自然に集水することができ、この低床部3に設けられた排水孔3aによって、集水された水を自然排水することができる。これによって、従来とは異なり、手作業での汲み出しや、排水ポンプ等を用いた排水作業を行う必要がないので、効率良く排水できるとともに、コストの低減が可能となる。
さらに、排水不要後は、前記排水孔3aを埋めるので、前記所定階1aの下部階1bへの水漏れを確実に防ぐことが可能となる。
According to this embodiment, water such as rainwater that has flowed into the predetermined floor 1a of the building 1 can be naturally collected into the low floor 3 that is one step lower than the other floors 2, and this low floor The collected water can be drained naturally by the drainage hole 3 a provided in 3. As a result, unlike conventional systems, there is no need to perform manual pumping or drainage using a drainage pump or the like, so that drainage can be performed efficiently and costs can be reduced.
Furthermore, since the drainage hole 3a is filled after drainage is unnecessary, it is possible to reliably prevent water leakage to the lower floor 1b of the predetermined floor 1a.

本発明が適用される建設中の建物の低床部を示す斜視図である。It is a perspective view which shows the low floor part of the building under construction to which this invention is applied. 低床部と外部とを連通する排水管の設置状態を示す斜視図である。It is a perspective view which shows the installation state of the drain pipe which connects a low floor part and the exterior.

符号の説明Explanation of symbols

1 建設中の建物
1a 所定階
2 他の床
3 低床部
3a 排水孔
4 排水管
DESCRIPTION OF SYMBOLS 1 Building under construction 1a Predetermined floor 2 Other floor 3 Low floor 3a Drain hole 4 Drain pipe

Claims (2)

予め建設中の建物の所定階に、他の床よりも一段低い低床部を形成するとともに、この低床部に排水孔を設けておき、前記建物の所定階に雨水等の水が流入した際に、この水を低床部に集水するとともに排水孔から排水し、排水不要後、前記排水孔を埋めることを特徴とする建設中の建物の排水方法。   On the predetermined floor of the building under construction in advance, a low floor part that is one step lower than the other floors is formed, and a drain hole is provided in the low floor part, and water such as rainwater flows into the predetermined floor of the building. At the time, the water is collected in a low floor portion, drained from a drainage hole, and after drainage is unnecessary, the drainage hole is filled. 前記排水孔の下方に、前記低床部と外部とを連通する排水管を設けることを特徴とする請求項1に記載の建設中の建物の排水方法。   The drainage method for a building under construction according to claim 1, wherein a drainage pipe communicating the low floor portion with the outside is provided below the drainage hole.
JP2006083838A 2006-03-24 2006-03-24 Draining method for building under construction Pending JP2007255146A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2006083838A JP2007255146A (en) 2006-03-24 2006-03-24 Draining method for building under construction

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2006083838A JP2007255146A (en) 2006-03-24 2006-03-24 Draining method for building under construction

Publications (1)

Publication Number Publication Date
JP2007255146A true JP2007255146A (en) 2007-10-04

Family

ID=38629654

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2006083838A Pending JP2007255146A (en) 2006-03-24 2006-03-24 Draining method for building under construction

Country Status (1)

Country Link
JP (1) JP2007255146A (en)

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0332536U (en) * 1990-08-24 1991-03-29
JPH10219951A (en) * 1997-02-10 1998-08-18 Marui Sangyo Co Ltd Temporary draining device for slab drain port
JPH11148153A (en) * 1997-11-17 1999-06-02 Kajima Corp Drainage system for multiple dwelling house
JP2000303527A (en) * 1999-04-20 2000-10-31 Sekisui Chem Co Ltd Method for repairing bathroom

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0332536U (en) * 1990-08-24 1991-03-29
JPH10219951A (en) * 1997-02-10 1998-08-18 Marui Sangyo Co Ltd Temporary draining device for slab drain port
JPH11148153A (en) * 1997-11-17 1999-06-02 Kajima Corp Drainage system for multiple dwelling house
JP2000303527A (en) * 1999-04-20 2000-10-31 Sekisui Chem Co Ltd Method for repairing bathroom

Similar Documents

Publication Publication Date Title
CN206538789U (en) A kind of pipe gallery
KR101336807B1 (en) non exposure waterproof and the waterproof method
JP5172948B2 (en) Floor slab penetration structure and repair method of floor slab penetration hole
CN113404170A (en) Waterproof structure at joint of prefabricated outer wall and cast-in-place floor slab and construction method thereof
KR101925206B1 (en) Method of Repair for Rooftop Drain Using Drain Units for Rooftop
JP2007255146A (en) Draining method for building under construction
CN205024824U (en) Bathroom mounting structure
CN104455757A (en) Downcomer assembly and installation method thereof
CN103835421A (en) Anti-seepage floor slab and anti-seepage construction method
CN104775484A (en) Water supply and drainage system of water supply and drainage integrated module and building
KR101774865B1 (en) A double wall
CN211548083U (en) Connecting joint of external wall panel
CN105888055A (en) External wall panel installation node
KR100311724B1 (en) A brick constructing method of an outer wall and the architecture thereof
KR102337379B1 (en) Drainage Equipment for Underground Parking Lot
JP5037321B2 (en) Drainage header
KR100642983B1 (en) Reclamation Type Trench and Execution Method for Under Ground Structure Using The Same
CN205171652U (en) Heavy pond of formula that installs additional floor drain
JP2018021356A (en) Water cut-off method
JP7474165B2 (en) Drain pipe cover and rainwater drainage structure
CN215594122U (en) Waterproof structure of pipe jacking pipe joint and pipe jacking well
CN113073684B (en) Drainage construction method for basement bottom plate
CN220377734U (en) Concrete cap structure
CN212715264U (en) Double-drainage floor drain
KR101215873B1 (en) Storm water attenuation and combined sewer overflows tank in best performance for anti-corrosion and leakage protection and its manufacturing method

Legal Events

Date Code Title Description
A621 Written request for application examination

Effective date: 20081105

Free format text: JAPANESE INTERMEDIATE CODE: A621

A977 Report on retrieval

Effective date: 20110422

Free format text: JAPANESE INTERMEDIATE CODE: A971007

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20110621

A02 Decision of refusal

Free format text: JAPANESE INTERMEDIATE CODE: A02

Effective date: 20111122