JPS60192012A - How to build marine structures - Google Patents
How to build marine structuresInfo
- Publication number
- JPS60192012A JPS60192012A JP4564484A JP4564484A JPS60192012A JP S60192012 A JPS60192012 A JP S60192012A JP 4564484 A JP4564484 A JP 4564484A JP 4564484 A JP4564484 A JP 4564484A JP S60192012 A JPS60192012 A JP S60192012A
- Authority
- JP
- Japan
- Prior art keywords
- peripheral part
- outer peripheral
- blocks
- outer periphery
- built
- 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
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D23/00—Caissons; Construction or placing of caissons
- E02D23/02—Caissons able to be floated on water and to be lowered into water in situ
Landscapes
- Engineering & Computer Science (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Revetment (AREA)
Abstract
Description
【発明の詳細な説明】
杢ブを明（まン角と（、４，ｉ、ｊ ；：Ｉ、 Ｈｌ勿
の（１η築方ン人（ご関〕ｊるものである５、
従来、着；氏式の）角詳構造物を構築づる方法のｍ−）
に、まづ周）！７に環状の防護構造物を構築し、その内
側の）ｈｊ水をｆｉ１１水して内部に本体を構築し、本
体構築後防護構造物を撤去づるドライドツクＴ法がある
。[Detailed description of the invention] 5, Conventionally, it is a thing that makes a heather look bright (, 4, i, j ;: I, ; m-) of the method of constructing a structure with detailed angles)
ni, Mazu Shu)! There is a dry dock T method in which a ring-shaped protective structure is constructed, a main body is constructed inside the ring-shaped protective structure, and the protective structure is removed after the main body is constructed.
しかし−１＝ ｎＬＴ仏は構造物本体の大きさに限界が
ある。However, -1 = nLT Buddha has a limit to the size of the structure itself.
つまり横漬物本体を構築（ｊる１、、：めには木イホを
包囲するだ（〕の大きさの１〜ツクを４１．１．築しイ
（ければならないのて゛建込τ］スト、−「期で９の点
て問題がある。In other words, build the main body of the horizontal pickle (Jru1,...: To surround the tree Iho ()) 41.1. Build a block of size 1 to 41.1. - “I have a problem with my score of 9 in the term.
本発明は上記の点に′ｉ１６み成されたもので最終的に
構造物の一部と＜ｒる外周部と、ぞれをドックとして構
築した内部のｌｌ′Ｉｉ造物を一体に構成して構）青物
本体どすることによって、ｉｌｔ来Ｊ：り大きな構造物
を建造することかでさ−る向洋構造物の構築方法を提供
１にとべ目的どりる。The present invention has been accomplished in the above points, and finally consists of a part of the structure, an outer peripheral part, and an internal structure, each of which is constructed as a dock. (Construction) By changing the structure of the plant itself, we can return to the objective of Providing 1.
リーなわら、最終的に構造物の一部となる外周部を複数
のブ［１ツクに分割して既存ドック′Ｃ建造し、各ブロ
ックを汀十に曳航しＣ結合し外周部を形成し、外周部を
ＨＤ水の仕切りにして内部の海水をＩＪＩ／ｌクシ、外
周部内に内部ＩＭ構造物建造し、外周部と内部構造物と
を一体に形成してなる、ン毎洋４１構造物の構築方法に
関するものである。However, the outer periphery, which will eventually become part of the structure, was divided into multiple blocks and the existing dock was constructed, and each block was towed to the shore and joined together to form the outer periphery. , the outer periphery is used as a partition for HD water, the internal seawater is drained into IJI/l comb, an internal IM structure is constructed within the outer periphery, and the outer periphery and the internal structure are integrally formed. It is related to the construction method.
次に本発明の海洋構造物の構築方７′ｈ（二ついて図面
４基に説明する。Next, the method for constructing a marine structure according to the present invention (7'h) will be explained with reference to four drawings.
（イ）ブロックの製作（第１〜２図）
１！７ ｉ’ｌ−のドラ了（・ツタ等のドックｌ） （
゛１浸柊的に４１４ｊ告物本体の一部にひるタト周β［
夕１にあたるブロック２を９ ；ｉ、ｉｌ ＋／ −（
１）ＩＪ 作すル。(B) Making blocks (Figs. 1 and 2) 1!7 I'l-'s drag (・Dock for ivy, etc.) (
゛1 Hirutato Shu β [
Block 2 corresponding to evening 1 is 9 ;i, il +/-(
1) IJ making.
ソ１］ツク２は例えば平面形状が環状の構造物である外
周部１を４′、９分した形状の１）のであり中空のｊ（
）体の公知のノｌ−一ノンで（１′４成する。For example, the outer peripheral part 1, which is an annular structure in plan view, is divided into 4' and 9 parts, and the hollow j(
) is a well-known non-l-non of (1'4).
（ｒ−］ ） ７１：’ｌツクの曳航、沈設（第２・〜
３図）各ブロック２に１吃水調整のためのバラスト７１
＜ Ｂを（［水１７た１す、所定の洋１−に１（航し外
周部１を形成づるように配買づる。(r-]) 71: Towing and sinking of 'ltsuk (2nd...
Figure 3) One ballast 71 for each block 2 for water adjustment
< Add B (17 water, add 1 to the specified ocean 1 - 1) and distribute so as to form the outer circumference 1.
でしく予めｉＭ底に設（りたリントｌ＼ツド０１−に各
ｌロック２を沈設ηる。Then, place each lock 2 in the lint 01 which has been placed on the bottom of the iM in advance.
（ハ）ブロックの（Ｐｚ接合（第３〜／Ｉ図）ブ［］ツ
ク２にＪ−って形成した外周部１の外周に鋼矢板等によ
る仮止水壁４を打３Ｑする。(C) A temporary water stop wall 4 made of steel sheet piles or the like is installed 3Q on the outer periphery of the outer peripheral portion 1 formed at the block 2 (Pz joint (Figs. 3 to 1)).
仮止水壁４は血中及び海底地盤に打ちこみ海中の仮］Ｌ
＊壁４と外周部１の外壁間（（砂Ｓを充填しておく。Temporary water-stop wall 4 is built into the blood and seabed ground to temporarily stop the water under the sea]L
*Between the wall 4 and the outer wall of the outer periphery 1 (fill with sand S.
各ブロック２の接合ｇ＋＋ ２１は例えば蘭気式ゴム型
＋４’ ？’９の型枠内にモルタルを注入して各ブロッ
ク２を仮接合づるものである。The joint g++ 21 of each block 2 is, for example, a Ranki type rubber type +4'? Each block 2 is temporarily joined by injecting mortar into the formwork of '9.
く二）１〜ライアツプ（第５図）
各ブロック２の仮結合が終了しｌζら外周部１で囲まれ
た部分の）角氷をポンプ排水づる。2) 1~Liup (Fig. 5) After the temporary connection of each block 2 is completed, the ice cubes (in the area surrounded by the outer peripheral part 1) are pumped out.
つまり最終的に構造物の一部どなる外周部１を、内水の
防護構造物としてｉｆｆ用ざ１！てドライドツクど同じ
機能をもたせる。In other words, the outer periphery 1, which will eventually become a part of the structure, will be used as a protection structure for internal water. It has the same function as a dry dock.
このどき外周部］の外部からの水圧によって各結合Ｒ１
ｉ ２１はざらに汁１着し堅固なものどなる。Each joint R1 is
i 21 has one soup and a solid sound.
（ホ）内部構造物の構築（第６図）
構築した外周部１をドッグどしても利用して内部に内部
構造物３を構築する。(e) Construction of internal structure (FIG. 6) The constructed outer peripheral part 1 is used as a dog to construct the internal structure 3 inside.
次に内部構造物３と外周部１とを一体に構成し″Ｃ構造
物本体Δとする。Next, the internal structure 3 and the outer peripheral part 1 are integrally formed to form a "C structure main body Δ."
内部構造物こ３を構成ηる１７−ソン内へバラスト水１
３を（４人し浮力や波力に対して１７４ ｉ告物本イＡ
Ａを安定さ１！、タト周部１の外周の１反止水壁４を撤
去する。。Ballast water 1 into the 17-son constituting the internal structure 3
3 (174 for 4 people and buoyancy and wave force)
A is stability 1! , the one-way water-stopping wall 4 on the outer periphery of the vertical circumferential portion 1 is removed. .
（へ）での他の実施例１
９１１周部１と内Ｓｔ＋構造物３からなる構造物本体Ａ
ＩＪその場１こ４底さ１！ろＪス外に内部構造物３、外
周部１を構成Ｊる各り−ソンのバラスト水ＢをｆＪｌホ
して浮１〜さけ、所定のｔｌｒｒ域に曳航して４底させ
ることち可能である。Other Example 1 in (f) 911 Structure main body A consisting of peripheral part 1 and inner St + structure 3
IJ spot 1, 4 bottoms, 1! It is possible to float the ballast water B of each of the internal structures 3 and the outer peripheral part 1 outside the tank, float it, and tow it to a predetermined tlrr area to make it bottom. be.
（１〜）での曲の実施例２
外周部１の外周に設置する仮止水壁４は上記実施例以外
に、ｉｌ＋を底地盤部分の１メに４１ ：Ｕ−！Ｉるも
のも考えられる。Example 2 of the song in (1~) In addition to the above example, the temporary water stop wall 4 installed on the outer periphery of the outer peripheral part 1 has il+ on the 1st meter of the bottom ground part 41:U-! I can also think of something.
ξの揚ａ仮Ｊ１水壁１１の１．端と外周部１の外壁部ど
の境は水中アス−７ノフルト等によって防水をはかる。ξ lift a provisional J1 water wall 11 1. The boundary between the end and the outer wall of the outer circumferential portion 1 is waterproofed with underwater as-7 nofurt or the like.
ｆＬ／、：海底が青黄の場合は仮１１水壁４の打ちこみ
が困ガ１な場合があるので、湖底と外周部１の境を水中
アスファル１〜等で防水をはかる。fL/: If the seabed is blue-yellow, it may be difficult to install the temporary water wall 4, so the boundary between the lake bottom and the outer periphery 1 is waterproofed with underwater asphalt 1 or the like.
（ヂ）ぞの曲の実施例３
本発明の工法ににるＨＩＩ洋佑造物はコンクリ−１・’
Ｆｌに釘・ｊら・Ｉ”、スプール製ヤ）さらに両者の複
合タイプの６）のです、ノ：い。Embodiment 3 of the (di) song The HII Yosuke structure made using the construction method of the present invention is made of concrete 1.'
6) is a combination of both.
また外周８１Ｓ１のｉｐ面形状はかならずしも円形であ
る必要はイｊく多角形であることも考えられる。Further, the shape of the IP surface of the outer periphery 81S1 does not necessarily have to be circular, but may be polygonal.
本発明は数十説明したＪ−うになるので次のＪ：う（ｔ
４造物どしても兼用させたしのである。Since the present invention has been explained several dozen times, the following J:U(t
All four creations were made to serve the same purpose.
従−）で人ぎイｆトライドックを別に建ｊ４ツる必要が
なく、ンｍ（了−１１４ｊ告物のｌＸｉ青＝１ス（−を
−ドげることができ、かつＴ！ｉｌｌを短縮することが
できる。You don't have to build a separate tri-dock with 114g, and you can dodge 1x (-), and you can dodge T!ill. Can be shortened.
（１］）最終的に構造物の一部と＜＞る外周部は複数に
分割して建造４る。(1)) Finally, the outer periphery, which is part of the structure, is divided into multiple parts and constructed4.
従って既存の）告船用のドックを使用することができる
。Therefore, the existing dock for docks can be used.
ｌｌ；図面のｆｉｉ１！Ｊ’ ４を説明第１図ニブロッ
クの製作状況の税明図
第２図：外周部を禍成りるブ］］ツクの配置ｅ図２君ｒ
）〜１図：各ブ［１ツクの接続状）ｄの説明図’４”＋
！：Ｊ図：外周部内を１−ライアップした１０の説明
同第（５図：（１η造物本イΔ〜を（１４築し、た１１
４の説明図１°外周部 ２°］１１ツノノ こ′Ｉ：内
部ＩＭ ｉろ物４°（Ｉジ１１水壁
へ：（吊ｊろ物４（１本 １３：ハうスト水 １）ニド
ツク出願人 大成建股ｉ！、式会社
第１図ll; drawing fii1! J' 4 explained Figure 1 Diagram showing the production status of the Niblock Figure 2: Arrangement of the outer periphery e Figure 2 Kunr
) ~ 1 figure: Explanation diagram of each block [connection of 1 block) d '4''+
! :J figure: Explanation of 10 with 1-lie up inside the outer periphery (Figure 5:
Explanatory diagram of 4 1° outer periphery 2°] 11 horn Ko'I: Internal IM i filter 4° (I 11 to water wall: (hanging j filter 4 (1 bottle 13: hust water 1) Nidotsuku Applicant Taisei Kenmai!, Shikisha Figure 1
Claims (1)
複数の１１−１ツｌノに分１す１１じて既存１〜ツタで
建造し、各１０ツクを４１に：ｕ １１１１ シて結合
１ノ外周部を形成し、 タト周部を海水の１１切シ）（ごしｌ内部の海水を排水
し７． ９１周部内に内部１ｉ１ｉ 槓物を建ｊ告し、り１１周
部と内部ＩＭ ｉ香物とを一体に形成してなる、γ＃ｊ
（Ｉ４Ｓｉ 〕告 １勿 の （１１５築 方 ン人
。[Scope of Claims] RA Q” (bl) It becomes part of an old object, and the surrounding part is divided into a plurality of 11-1 vines. 10 pieces to 41: u 1111 to form the outer periphery of the joint 1, cut the seawater from the 11 circumferential part) (Drain the seawater inside the 7. γ#j, which is formed by integrally forming the surrounding part and the internal IM i fragrance.
(I4Si) 115 years old.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP4564484A JPS60192012A (en) | 1984-03-12 | 1984-03-12 | How to build marine structures |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP4564484A JPS60192012A (en) | 1984-03-12 | 1984-03-12 | How to build marine structures |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS60192012A true JPS60192012A (en) | 1985-09-30 |
| JPH0364647B2 JPH0364647B2 (en) | 1991-10-08 |
Family
ID=12725075
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP4564484A Granted JPS60192012A (en) | 1984-03-12 | 1984-03-12 | How to build marine structures |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS60192012A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2015045159A (en) * | 2013-08-28 | 2015-03-12 | 鹿島建設株式会社 | Land forming under-sea structure |
| CN108842797A (en) * | 2018-07-05 | 2018-11-20 | 浙江科技学院 | It reinforces bottom sealing and monitors the device and detection method of bottom sealing crackle |
-
1984
- 1984-03-12 JP JP4564484A patent/JPS60192012A/en active Granted
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2015045159A (en) * | 2013-08-28 | 2015-03-12 | 鹿島建設株式会社 | Land forming under-sea structure |
| CN108842797A (en) * | 2018-07-05 | 2018-11-20 | 浙江科技学院 | It reinforces bottom sealing and monitors the device and detection method of bottom sealing crackle |
| CN108842797B (en) * | 2018-07-05 | 2020-07-28 | 浙江科技学院 | Device for reinforcing open caisson bottom sealing and monitoring open caisson bottom sealing cracks and detection method |
Also Published As
| Publication number | Publication date |
|---|---|
| JPH0364647B2 (en) | 1991-10-08 |
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