JPH0637788B2 - Concrete culvert for condenser cooling water inflow and outflow - Google Patents
Concrete culvert for condenser cooling water inflow and outflowInfo
- Publication number
- JPH0637788B2 JPH0637788B2 JP1136597A JP13659789A JPH0637788B2 JP H0637788 B2 JPH0637788 B2 JP H0637788B2 JP 1136597 A JP1136597 A JP 1136597A JP 13659789 A JP13659789 A JP 13659789A JP H0637788 B2 JPH0637788 B2 JP H0637788B2
- Authority
- JP
- Japan
- Prior art keywords
- cooling water
- condenser
- culvert
- outflow
- space
- 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
Landscapes
- Sewage (AREA)
Description
【発明の詳細な説明】 [産業上の利用分野] 本発明は、タービン建屋基礎マットに設置されて復水器
冷却水を対交流にして復水器に流出入させるコンクリー
ト製カルバートに関する。Description: TECHNICAL FIELD The present invention relates to a concrete culvert which is installed on a turbine building foundation mat and which causes condenser cooling water to flow in and out of a condenser by making an alternating current.
[従来の技術] 従来、原子力発電所の復水器を流れる冷却水の水路シス
テムについては、「プラニング、エンジニアリング、ア
ンド コンストラクション オブ エレクトリックパワ
ーゼネレーション ファシリテイズ」第529頁から第
530頁及び第690頁から第692頁(PLANNING, EN
GINEERING, AND CONSTRUCTION OF ELECTRIC POWER GENE
RATION FACILITIES,PP529−530,PP690−69
2)に論じられているように、第6図に示す如き地中に
埋設された鋼鉄製の取水管1および排水管2を用いて復
水器11内に対交流で取排水するため、取排水管1,2
の復水器下の部分3,4を第7図の如く復水器11下部
の建屋基礎マットM下で上下二段にクロスさせ、復水器
11への立上り管6,7および立下り管8,9を夫々こ
れに接続した構造になっており、取水管1から来た冷却
水は、一部は実線矢印で示す如く立上り管6、復水器1
1、立下り管8および管部4を通って、また一部は破線
矢印で示す如く管部3、立上り管7、復水器11および
立下り管9を通って、放水管2へ流出するようになって
いる。[Prior Art] Conventionally, regarding a water channel system for cooling water flowing through a condenser of a nuclear power plant, “Planning, Engineering, and Construction of Electric Power Generation Facilities”, pages 529 to 530 and 690. To page 692 (PLANNING, EN
GINEERING, AND CONSTRUCTION OF ELECTRIC POWER GENE
RATION FACILITIES, PP529-530, PP690-69
As discussed in 2), using the steel intake pipe 1 and drain pipe 2 buried in the ground as shown in FIG. Drain pipe 1,2
As shown in FIG. 7, the lower parts 3 and 4 of the condenser are crossed in two steps vertically below the building foundation mat M under the condenser 11, and the rising pipes 6 and 7 and the falling pipe to the condenser 11 are crossed. The cooling water coming from the intake pipe 1 has a part of the rising pipe 6 and the condenser 1 as shown by solid arrows.
1, through the falling pipe 8 and the pipe portion 4, and partly through the pipe portion 3, the rising pipe 7, the condenser 11 and the falling pipe 9 as shown by the dashed arrow, to flow out to the discharge pipe 2. It is like this.
[発明が解決しようとする課題] 前述の様な、復水器下の基礎マット部に上下二段にクロ
スさせて設置される鋼鉄製配管の布設に当っては、当該
箇所の地盤を鋼鉄製配管が埋設されるスペース分だけ掘
削しなければならず、当該配管布設のための地盤堀削量
が膨大であり、この掘削・埋戻しの土木工程の長期化が
建屋建設工程の短縮化を阻害していた。更に、段違いに
なっている掘削地盤のため配管布設作業の施工性も悪
く、又、タービン建屋マット下が段違いになっている事
で建屋全体の耐震性の面でも悪影響があった。[Problems to be Solved by the Invention] As described above, when laying steel pipes that are installed in the foundation mat section under the condenser so as to be crossed vertically in two steps, the ground at the location is made of steel. It is necessary to excavate only the space where the pipe is buried, and the amount of ground excavation for laying the pipe is enormous, and the extension of the civil engineering process for excavation and backfill hinders the shortening of the building construction process. Was. Furthermore, because the excavated ground is uneven, the workability of pipe laying work is poor, and the unevenness under the turbine building mat also adversely affects the earthquake resistance of the entire building.
本発明は、復水器下部のマット内に上下2段に分割した
コンクリート製カルバートを設け、このカルバートを介
して復水器内へ冷却水の対交流を流出入させることによ
り、従来に比べ、冷却水流出入配管布設のための地盤掘
削量を減少せしめ、土木工事の短縮化を図り、更に、マ
ット工事とカルバート工事を並行して進めることにより
タービン建屋工事開始の早期化を図ることを目的とす
る。The present invention provides a concrete culvert that is divided into two upper and lower stages in the lower mat of the condenser, and flows the cooling water against the alternating current into and out of the condenser through the culvert, so The purpose is to reduce the amount of ground excavation for installing cooling water inflow and outflow pipes, shorten civil engineering work, and further accelerate the start of turbine building work by advancing mat work and culvert work in parallel. To do.
更に、本発明は、タービン建屋基礎マット下が平面にな
ることによっての建屋全体の耐震性の向上、及び平らな
地盤による作業施工性の向上を図ることを目的とする。A further object of the present invention is to improve the seismic resistance of the entire building by making the bottom of the turbine building foundation mat flat, and to improve the workability of the flat ground.
[課題を解決するための手段] 上記目的を達成するために成された本発明の復水器冷却
水流出入用コンクリート製カルバートは特許請求の範囲
の各請求項に記載の構成上の特徴を有する。[Means for Solving the Problems] The concrete culvert for condensing and discharging the condenser cooling water according to the present invention, which is made to achieve the above object, has the structural characteristics described in each of the claims. .
[作 用] 本発明のコンクリート製カルバートの入口部には取水路
から冷却水が流入し、この冷却水は、一部は該入口部→
一つの立上り部→復水器→一つの立下り部→前記上下の
空間の一つ→出口部という経路で、他の一部は該入口部
→前記上下の空間の他の一つ→他の立上り部→復水器→
他の立下り部→出口部という経路で、結局対交流として
流れた後、該カルバートの出口部から排水路へ流出す
る。[Operation] Cooling water flows into the concrete culvert of the present invention from the intake channel, and a part of this cooling water is
One rising part → condenser → one falling part → one of the upper and lower spaces → the outlet part, and another part is the inlet part → the other one of the upper and lower spaces → the other part Rise section → condenser →
After flowing through the other trailing part → exit part as an alternating current, it finally flows out from the exit part of the culvert to the drainage channel.
[実施例] 第1図(a)は、本発明の1実施例に係るカルバートを用
いて復水器に冷却水を流出入する設備構成を示す立断面
図、第1図(b)はその冷却水路の平面図である。復水器
11はタービン建屋24の基礎マット25上に設置され
ており、基礎マット25内には本発明に基づくコンクリ
ート製のカルバートCと取水路26及び放水路27が形
成されており、カルバートCは立上り部16,17、立
下り部18,19によって復水器11と連結している。
タービン建屋24外の取水路部28および放水路部29
は不図示の鋼管製の取水配管および放水配管がつながっ
ている。取水路26、排水路27およびカルバートCを
含めてタービン建屋の基礎マット25の下面は段違い個
所が無く、平坦になっている。[Embodiment] FIG. 1 (a) is a vertical cross-sectional view showing a facility configuration for flowing cooling water in and out of a condenser using a culvert according to one embodiment of the present invention, and FIG. It is a top view of a cooling water channel. The condenser 11 is installed on a foundation mat 25 of the turbine building 24, and in the foundation mat 25, a culvert C made of concrete according to the present invention, an intake channel 26 and a discharge channel 27 are formed. Is connected to the condenser 11 by rising portions 16 and 17 and falling portions 18 and 19.
Intake channel 28 and discharge channel 29 outside the turbine building 24
Is connected to an unillustrated steel pipe intake pipe and water discharge pipe. The lower surface of the foundation mat 25 of the turbine building including the intake passage 26, the drainage passage 27 and the culvert C is flat without any uneven portion.
カルバートCは、取水路26と連通している入口部30
および排水路27と連通している出口部31を有し、そ
の構造は後に詳述する。取入路26に流入した冷却水
は、一部はカルバート入口部30、立上り部16、復水
器11、立下り部18、カルバート出口部31の順に流
れ、他の一部はカルバート入口部30、立上り部17、
復水器11、立下り部19、カルバート出口部31の順
に流れ、その後、排水路27を経て流出する。The culvert C has an inlet section 30 communicating with the intake channel 26.
And an outlet portion 31 communicating with the drainage channel 27, the structure of which will be described in detail later. The cooling water that has flowed into the intake passage 26 partially flows in the order of the culvert inlet portion 30, the rising portion 16, the condenser 11, the falling portion 18, and the culvert outlet portion 31, and the other portion of the cooling water. , The rising part 17,
The condenser 11, the falling portion 19, and the culvert outlet portion 31 flow in this order, and then flow out through the drainage channel 27.
上記のコンクリート製カルバートCは、第2図に斜視図
として示す如く箱形であり、一端面には入口部30およ
び出口部31を有し、上壁には互に対角位置に前記立上
り部16,17が、および互に対角位置に前記立下り部
18,19が連結されている。このカルバートCは実際
には基礎マット25と一体に鉄筋コンクリート造として
形成される。The concrete culvert C has a box shape as shown in a perspective view in FIG. 2, has an inlet portion 30 and an outlet portion 31 on one end surface thereof, and has the rising portions at mutually diagonal positions on the upper wall. 16 and 17, and the falling portions 18 and 19 are connected diagonally to each other. The culvert C is actually formed integrally with the foundation mat 25 as a reinforced concrete structure.
第3図はカルバートCの構造を明示するために、その上
壁および一側壁を仮想的に分離して図示した斜視図であ
る。カルバート内部は水平区画壁32で上空間36と下
空間37とに区画されている。入口部30は垂直区画壁
33により上空間36に、また出口部31は垂直区画壁
34により下空間37に連通せしめられている。垂直区
画壁35で画成された空間38は下空間37と連通し、
また、その隣の空間39は上空間36の一部を成してい
る。立上り部16,17および立下り部18,19は、
夫々、入口部30、空間38、空間39、出口部31に
通じている。この様な構造の故に、入口部30から入っ
た冷却水は、一部は立上り部16、復水器11、立下り
部18、空間38、下空間37を経て出口部31から流
出し、他の一部は上空間36、空間37、立上り部1
7、復水器11、立下り部19を経て出口部31から流
出する。FIG. 3 is a perspective view showing the upper wall and one side wall of the culvert C by virtually separating them in order to clearly show the structure thereof. The interior of the culvert is partitioned by a horizontal partition wall 32 into an upper space 36 and a lower space 37. The inlet section 30 is connected to the upper space 36 by the vertical partition wall 33, and the outlet section 31 is connected to the lower space 37 by the vertical partition wall 34. The space 38 defined by the vertical partition wall 35 communicates with the lower space 37,
The space 39 adjacent to the space 39 forms a part of the upper space 36. The rising portions 16 and 17 and the falling portions 18 and 19 are
They communicate with the inlet 30, the space 38, the space 39, and the outlet 31, respectively. Due to such a structure, a part of the cooling water entering from the inlet portion 30 flows out from the outlet portion 31 through the rising portion 16, the condenser 11, the falling portion 18, the space 38, and the lower space 37. Part of the upper space 36, space 37, rising portion 1
7, the condenser 11, and the falling portion 19, and then flows out from the outlet portion 31.
第4図はコンクリート製カルバートCの他の実施例の構
造を示すもので、第3図と同様その上壁および一側壁を
仮想的に分離したものとして図示してある。但し本図で
は、それらの仮想的に分離した上壁および側壁は第3図
と同じであるから、その図示は省略する。本実施例で
は、水平面に対して傾斜した区画壁32、および入口部
30と出口部31との間の仕切壁から斜めに一隅に向か
って延びる垂直区画壁34が設けられ、これら区画壁3
2と34は互にその交叉線にて終っている。区画壁32
の上の空間36は入口部30と連通し、区画壁32の下
の空間37は出口部31と連通し、垂直区画壁35で画
成された空間38は下空間37と連通し、その隣の空間
39は上空間36の一部をなしている。立上り部16,
17、立下り部18,19は、夫々、入口部30、空間
38、空間39、出口部31に通じている。本実施例で
も、第3図の実施例と同様の冷却水の流れ経路が得られ
る。本実施例は、第3図に示した実施例の如きカルバー
トの出入口付近の直角仕切壁33,34が無いので冷却
水の流出入抵抗を減らすことができる。FIG. 4 shows the structure of another embodiment of the concrete culvert C, which is shown as the upper wall and one side wall thereof being virtually separated as in FIG. However, in this figure, the virtually separated upper wall and side wall are the same as those in FIG. 3, and therefore their illustration is omitted. In this embodiment, a partition wall 32 that is inclined with respect to the horizontal plane and a vertical partition wall 34 that obliquely extends from the partition wall between the inlet portion 30 and the outlet portion 31 toward one corner are provided.
2 and 34 end each other at their intersection. Partition wall 32
The space 36 above the space communicates with the inlet 30, the space 37 below the partition wall 32 communicates with the outlet 31, and the space 38 defined by the vertical partition wall 35 communicates with the space below 37. The space 39 of is a part of the upper space 36. Rise 16,
17, the falling portions 18 and 19 communicate with the inlet portion 30, the space 38, the space 39, and the outlet portion 31, respectively. Also in this embodiment, the same cooling water flow path as in the embodiment of FIG. 3 can be obtained. In this embodiment, since there is no right-angled partition wall 33, 34 near the entrance and exit of the culvert as in the embodiment shown in FIG. 3, the inflow / outflow resistance of the cooling water can be reduced.
次に以上のコンクリート製カルバートを持つ設備構築の
施工手順を第1図を参照して説明する。Next, a construction procedure for constructing an equipment having the above concrete culvert will be described with reference to FIG.
タービン建屋24を設置するため、マット25の下端レ
ベルまで地盤掘削を行う。次にマット25の鉄筋工事
と、カルバートCおよび取放水路26,27の鉄筋工事
を行う。鉄筋工事完了後、コンクリートを打設し、マッ
ト部とカルバート部および取放水路を一体に形成する。
その後、建屋工事を開始し、復水器11を搬入し、立上
り管16,17および立下り管18,19によってカル
バートCと復水器11を連結する。In order to install the turbine building 24, the ground is excavated to the lower end level of the mat 25. Next, the reinforcing bar work of the mat 25 and the reinforcing bar work of the culvert C and the water discharge channels 26 and 27 are performed. After the reinforcement work is completed, concrete will be placed to form the mat section, culvert section and intake and discharge channel in one.
After that, building work is started, the condenser 11 is carried in, and the culvert C and the condenser 11 are connected by the rising pipes 16 and 17 and the falling pipes 18 and 19.
[発明の効果] 復水器の下に本発明のカルバートを設けることにより、
復水器内へ冷却水を対交流にて流出入させることができ
ると共に、タービン建屋の基礎マット厚を均一にするこ
とができ、従来技術に比べて、所要の地盤掘削量が減少
し、土木工事が短縮され、更にマット工事とカルバート
工事を並行して進めることができるのでマット工事の早
期化、タービン建屋工事開始の早期化が図れ、建設工事
の短縮が可能となる。更に、熱伝導率の低いコンクリー
トを用いることにより取水路、放水路を一体化すること
ができ設置エリアを縮小できる。更に、マット下面が平
面になることにより建屋全体の耐震性の向上、施工性の
向上が図られる。[Effect of the Invention] By providing the culvert of the present invention under the condenser,
Cooling water can flow into and out of the condenser by alternating current, and the thickness of the foundation mat of the turbine building can be made uniform, which reduces the required amount of ground excavation and reduces the amount of civil engineering required. Since the construction work can be shortened and the matting work and the culvert work can be carried out in parallel, the matting work and the turbine building work can be started earlier, and the construction work can be shortened. Further, by using concrete having a low thermal conductivity, the intake channel and the discharge channel can be integrated, and the installation area can be reduced. Furthermore, by making the bottom surface of the mat flat, it is possible to improve the earthquake resistance of the entire building and the workability.
第1図(a)は本発明の一実施例によるコンクリート製カ
ルバートを用いて復水器に冷却水を流す設備を示す立断
面図、第1図(b)はその冷却水通路の平面図、第2図は
本発明のコンクリート製カルバートの斜視図、第3図は
第2図のカルバートを仮想的に分解してその構造を示し
た斜視図、第4図は本発明のコンクリート製カルバート
の他の実施例を仮想的に分解して示した斜視図、第5図
は従来の復水器冷却水流出入設備を示す立断面図、第6
図は第5図における対交流式の冷却水配管の配置平面図
である。 1……取水管、2……排水管 6,7……立上り部、8,9……立下り部 11……復水器、16,17……立上り部 18,19……立下り部、24……タービン建屋 25……マット、26……取水路 27……排水路、30……カルバート入口 31……カルバート出口 32,33,34,35……区画壁 36,37,38,39……空間 C……カルバートFIG. 1 (a) is an elevation sectional view showing a facility for flowing cooling water to a condenser using a concrete culvert according to an embodiment of the present invention, and FIG. 1 (b) is a plan view of the cooling water passage, 2 is a perspective view of the concrete culvert of the present invention, FIG. 3 is a perspective view showing the structure of the culvert of FIG. 2 by virtually disassembling it, and FIG. 4 is another concrete culvert of the present invention. FIG. 5 is a perspective view virtually disassembling the embodiment of FIG. 5, FIG. 5 is an elevation sectional view showing a conventional condenser cooling water inflow and outflow facility, and FIG.
The drawing is a plan view of the arrangement of the cooling water piping of the AC type in FIG. 1 ... Intake pipe, 2 ... Drain pipe 6,7 ... Rise part, 8, 9 ... Fall part 11 ... Condenser, 16, 17 ... Rise part 18, 19 ... Fall part, 24 ... Turbine building 25 ... Mat, 26 ... Intake channel 27 ... Drainage channel, 30 ... Culvert inlet 31 ... Culvert outlet 32, 33, 34, 35 ... Partition wall 36, 37, 38, 39 ... … Space C… Culvert
フロントページの続き (72)発明者 好永 俊昭 茨城県日立市幸町3丁目1番1号 株式会 社日立製作所日立工場内 (72)発明者 岩島 澄雄 茨城県日立市幸町3丁目1番1号 株式会 社日立製作所日立工場内 (56)参考文献 特開 昭52−131636(JP,A) 特開 昭63−268807(JP,A)Front Page Continuation (72) Inventor Toshiaki Yoshinaga, 3-1-1 Sachimachi, Hitachi City, Ibaraki Hitachi Ltd. Hitachi factory (72) Inventor Sumio Iwashima 3-1-1, Saiwaicho, Hitachi City, Ibaraki Prefecture Issue: Hitachi, Ltd., Hitachi Works (56) References JP-A-52-131636 (JP, A) JP-A-63-268807 (JP, A)
Claims (4)
冷却水を流出入させるための箱形のコンクリート製カル
バートであって、正面側には冷却水の入口部および出口
部を有し、上面側には復水器へ冷却水を流出させるため
の一対の立上り部を互に対角位置関係に、且つ、復水器
から冷却水を流入せしめるための一対の立下り部を互に
対角位置関係に設け、内部には上記入口部と上記一対の
立上り部とを連通させる空間および上記出口部と上記立
下り部とを連通させる空間が区画壁によって互に上下関
係に形成されていることを特徴とする復水器冷却水流出
入用コンクリート製カルバート。1. A box-shaped concrete culvert installed at the bottom of a condenser for letting cooling water flow in and out of the condenser, the cooling water having an inlet portion and an outlet portion on the front side. Has a pair of rising portions for discharging the cooling water to the condenser on the upper surface side in a diagonal positional relationship with each other, and a pair of falling portions for allowing the cooling water to flow from the condenser. Are provided in a diagonal positional relationship with each other, and a space that communicates the inlet portion and the pair of rising portions and a space that communicates the outlet portion and the falling portion are internally arranged in a vertical relationship with each other by partition walls. A concrete culvert for inflow and outflow of condenser cooling water, which is characterized by being formed.
復水器冷却水流出入用コンクリート製カルバート。2. A concrete culvert for inflow and outflow of condenser cooling water according to claim 1, wherein said partition wall is horizontal.
になっている請求項1記載の復水器冷却水流出入用コン
クリート製カルバート。3. The concrete culvert for inflow and outflow of condenser cooling water according to claim 1, wherein the partition wall is inclined from the inlet to the inner side.
コンクリート製の取水路および排水路と共に下面が平坦
であるように基礎マット中に一体に形成されたことを特
徴とする請求項1,2又は3記載の復水器冷却水流出入
用コンクリート製カルバート。4. The concrete mat, which is connected to the inlet and the outlet, respectively, is integrally formed in the foundation mat so that its lower surface is flat. Concrete culvert for inflow and outflow of condenser cooling water according to 2 or 3.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP1136597A JPH0637788B2 (en) | 1989-05-30 | 1989-05-30 | Concrete culvert for condenser cooling water inflow and outflow |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP1136597A JPH0637788B2 (en) | 1989-05-30 | 1989-05-30 | Concrete culvert for condenser cooling water inflow and outflow |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH032433A JPH032433A (en) | 1991-01-08 |
| JPH0637788B2 true JPH0637788B2 (en) | 1994-05-18 |
Family
ID=15179021
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP1136597A Expired - Lifetime JPH0637788B2 (en) | 1989-05-30 | 1989-05-30 | Concrete culvert for condenser cooling water inflow and outflow |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0637788B2 (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105178416B (en) * | 2015-08-16 | 2017-03-29 | 腾达建设集团股份有限公司 | Box culvert accesses construction method under water |
-
1989
- 1989-05-30 JP JP1136597A patent/JPH0637788B2/en not_active Expired - Lifetime
Also Published As
| Publication number | Publication date |
|---|---|
| JPH032433A (en) | 1991-01-08 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN106854873B (en) | Engineering method of prefabricated spliced open caisson type parking garage and parking garage | |
| CN205954798U (en) | Large -traffic, height falls poor drainage drop well | |
| CN109629664B (en) | Basement construction method based on prefabricated resin concrete drainage ditch | |
| CN110578341A (en) | A kind of power cable pipe drilling well and its construction method | |
| CN212001257U (en) | But tub ditch is synthesized to wall formula drainage type altogether | |
| CN112177036A (en) | Height-adjustable modular prestressed fan foundation and construction method thereof | |
| JPH0637788B2 (en) | Concrete culvert for condenser cooling water inflow and outflow | |
| CN115818888A (en) | Assembled combined water treatment structure and construction method thereof | |
| CN110005144B (en) | Drainage vertical pipe structure suitable for upper cover development and setting method thereof | |
| JPS6244636B2 (en) | ||
| CN105735547A (en) | Wall building blocks and wall assembly type construction method based on wall building blocks | |
| KR20240128311A (en) | Method for constructing geothermal pipe of underground structure using cast in place pile | |
| CN212689131U (en) | Module combined water supply and drainage system | |
| CN113463684A (en) | Construction method for underground structure of municipal building | |
| KR20070044839A (en) | Sewage pipe composite structure basic structure construction method and structure | |
| KR101067882B1 (en) | Air-conditioning system of construction site using geothermal heat and its construction method | |
| RU222277U1 (en) | Modular building engineering panel | |
| CN222834941U (en) | Building site protection drainage system | |
| RU222278U1 (en) | Modular building engineering panel | |
| CN221972593U (en) | Modularized integrated building first-layer drainage pipeline construction structure | |
| CN113863410B (en) | An assembled support component and construction method for trench excavation | |
| CN223256036U (en) | A drainage and pressure relief structure for groundwater reverse osmosis | |
| CN117188543B (en) | A method for reinforcing and renovating the foundation of a permanent coke oven shed | |
| JP2005002612A (en) | River crossing structure and its construction method | |
| CN120425806B (en) | Repair and reinforcement of sewage well chamber by prefabricated steel lined box and construction method |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| 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 |
|
| FPAY | Renewal fee payment (prs date is renewal date of database) |
Year of fee payment: 7 Free format text: PAYMENT UNTIL: 20080824 |
|
| FPAY | Renewal fee payment (prs date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20090824 Year of fee payment: 8 |
|
| FPAY | Renewal fee payment (prs date is renewal date of database) |
Year of fee payment: 9 Free format text: PAYMENT UNTIL: 20100824 |
|
| FPAY | Renewal fee payment (prs date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20110824 Year of fee payment: 10 |
|
| FPAY | Renewal fee payment (prs date is renewal date of database) |
Year of fee payment: 10 Free format text: PAYMENT UNTIL: 20110824 |
|
| FPAY | Renewal fee payment (prs date is renewal date of database) |
Year of fee payment: 11 Free format text: PAYMENT UNTIL: 20120824 |
|
| FPAY | Renewal fee payment (prs date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20120824 Year of fee payment: 11 |
|
| FPAY | Renewal fee payment (prs date is renewal date of database) |
Year of fee payment: 12 Free format text: PAYMENT UNTIL: 20130824 |
|
| R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
| R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |