JP2883914B2 - Caisson stream filling method - Google Patents

Caisson stream filling method

Info

Publication number
JP2883914B2
JP2883914B2 JP28771396A JP28771396A JP2883914B2 JP 2883914 B2 JP2883914 B2 JP 2883914B2 JP 28771396 A JP28771396 A JP 28771396A JP 28771396 A JP28771396 A JP 28771396A JP 2883914 B2 JP2883914 B2 JP 2883914B2
Authority
JP
Japan
Prior art keywords
filling
sand
water
caisson
room
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
Application number
JP28771396A
Other languages
Japanese (ja)
Other versions
JPH10131200A (en
Inventor
信一 中谷内
一彦 竹澤
裕 泉田
嘉信 新宅
岩男 笠原
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.)
GOYO KENSETSU KK
UNYUSHO DAIICHI KOWAN KENSETSUKYOKUCHO
Toa Corp
Original Assignee
GOYO KENSETSU KK
UNYUSHO DAIICHI KOWAN KENSETSUKYOKUCHO
Toa 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 GOYO KENSETSU KK, UNYUSHO DAIICHI KOWAN KENSETSUKYOKUCHO, Toa Corp filed Critical GOYO KENSETSU KK
Priority to JP28771396A priority Critical patent/JP2883914B2/en
Publication of JPH10131200A publication Critical patent/JPH10131200A/en
Application granted granted Critical
Publication of JP2883914B2 publication Critical patent/JP2883914B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は、高さが一様でない
複数の中詰室を備えたケーソンについて、中詰砂を水流
により各中詰室内に充填するケーソンの水流中詰工法に
関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method of filling a caisson with a plurality of filling chambers having uneven heights by filling the filling sand into each filling chamber by a water flow.

【0002】[0002]

【従来の技術】従来、密閉ケーソンの水流中詰工法にお
いては、図3に示すように、ケーソン1の頂版に注入
孔、排水孔を設け、注入ライン3、ポンプ4を介してス
ラリーボンド5から中詰砂を水搬してケーソン1内に注
入し、ケーソン1内に中詰砂を沈殿させ、ケーソン1内
の余水を排水ライン6を介して排水ボンド7に排水する
ことにより、ケーソン1内に中詰砂を充填している。
2. Description of the Related Art Conventionally, in a method of filling a closed caisson in a water stream, as shown in FIG. 3, an injection hole and a drain hole are provided in a top plate of a caisson 1 and a slurry bond 5 is supplied through an injection line 3 and a pump 4. From the caisson 1, the filling sand is settled in the caisson 1, and the remaining water in the caisson 1 is drained to the drain bond 7 through the drain line 6, thereby forming the caisson. 1 is filled with filling sand.

【0003】また、ケーソン1の複数の中詰室2、2…
の隔壁に流通孔を設け、注入孔と排水孔とを別々の中詰
室2、2に配置することにより、注入側の中詰室2から
排水側の中詰室2へ中詰砂を流動させて、比較的少数の
注入孔、排水孔を介して各中詰室2、2…に中詰砂を充
填している。
Further, a plurality of filling chambers 2, 2,...
A flow hole is provided in the partition wall of the above, and the filling hole and the drain hole are arranged in the separate filling chambers 2 and 2 so that the filling sand flows from the filling side filling room 2 to the draining side filling room 2. Are filled with the filling sand through a relatively small number of filling holes and draining holes.

【0004】[0004]

【発明が解決しようとする課題】上述の水流中詰工法に
おいては、ケーソン1内の複数の中詰室2、2…は高さ
が略一様で、各中詰室2、2…に略一様な高さまで中詰
砂が充填されるようになっているが、高さが一様でない
複数の中詰室を備えたケーソンについて、この工法をそ
のまま適用すると、中詰砂が円滑に流動せず、充填率が
低下する等の問題が生じる。また、上述の水流中詰工法
は、比較的大規模な設備が必要になるため、少数のケー
ソンの中詰を行うには不経済である等の問題があった。
In the above-mentioned water filling method, the plurality of filling chambers 2, 2,... In the caisson 1 are substantially uniform in height, and each of the filling chambers 2, 2,. Filling sand is filled to a uniform height, but for caisson with multiple filling chambers with uneven height, if this method is applied as it is, the filling sand flows smoothly. Otherwise, problems such as a decrease in the filling rate occur. In addition, the above-mentioned method of filling in a stream of water requires a relatively large-scale facility, so that it is uneconomical to fill a small number of caissons.

【0005】本発明は、このような問題に鑑み、高さが
一様でない複数の中詰室を備えたケーソンについて、中
詰砂を水流により好適に充填することができるケーソン
水流中詰工法の提供を目的としたものである。
SUMMARY OF THE INVENTION In view of the above problems, the present invention relates to a caisson water-filling method for filling a filling sand with a water flow in a caisson having a plurality of filling chambers having uneven heights. It is intended to be provided.

【0006】[0006]

【課題を解決するための手段】上述の如き従来の問題を
解決し、所期の目的を達成するための本発明の特徴は、
中詰砂を水流により充填するケーソン水流中詰工法にお
いて、前記ケーソンは、中間上版により上方が閉鎖され
た低位中詰室と、砂流通孔を有する隔壁により前記低位
中詰室と相互に仕切られた高位中詰室とを備え、前記中
詰砂を前記高位中詰室に投入又は注入し、前記低位中詰
室の上部から余水を吸い出して水流を形成し、前記高位
中詰室内の前記砂流通孔に対して上方又は側方部分に水
を噴射して前記砂流通孔周辺の前記中詰砂を攪拌し、前
記高位中詰室内の前記中詰砂を前記砂流通孔を介して前
記低位中詰室に流入させることにある。
SUMMARY OF THE INVENTION The features of the present invention for solving the conventional problems as described above and achieving the intended purpose are as follows.
In the caisson water filling method, in which the filling sand is filled with a water flow, the caisson is separated from the lower filling room closed by a middle upper plate and the lower filling room by a partition having a sand circulation hole. Provided with a high filling room, the filling sand is charged or injected into the high filling room, spill water is drawn from the upper part of the low filling room to form a water flow, and the inside of the high filling room is formed. Water is injected into the upper or side portion of the sand circulation hole to agitate the filling sand around the sand circulation hole, and the filling sand in the higher filling room is passed through the sand circulation hole. It is to flow into the lower filling room.

【0007】[0007]

【発明の実施の形態】次に本発明の実施の形態を図1、
図2について説明する。
FIG. 1 is a block diagram showing an embodiment of the present invention.
FIG. 2 will be described.

【0008】図において、11、13は略半円周形の平
面形状の外筒壁、内筒壁、15は略直線形の平面形状の
端壁であり、これらにより、ケーソンは、前方に突出し
た二重半円筒状(前後に関して非対称で重心と浮心とが
鉛直線上にない形状)に形成されている。
In the figures, reference numerals 11 and 13 denote an outer cylinder wall and an inner cylinder wall having a substantially semicircular planar shape, and 15 an end wall having a substantially linear planar shape, whereby the caisson projects forward. In a double semi-cylindrical shape (a shape that is asymmetrical with respect to the front and rear and whose center of gravity and buoyancy are not on a vertical line).

【0009】そして、ケーソンの中央部(内筒壁13の
内側)には高位中詰室22が形成され、高位中詰室22
の外周側下部(外筒壁11の内側下部)には複数の低位
中詰室23、23…が形成されており、高位中詰室22
と各低位中詰室23間は隔壁14により仕切られ、低位
中詰室23、23…相互間は隔壁17、17…により仕
切られている。そして、隔壁14には、比較的少数の砂
流通孔14a、14aが低位中詰室23、23…毎に上
部に設けられおり、砂流通孔14aの数、配置を制限す
ることによって、非対称形状のケーソンについて、注水
据付時等におけるバランスを好適に保持することができ
るようになっている。
A high filling chamber 22 is formed in the center of the caisson (inside the inner cylindrical wall 13).
Are formed at the lower part on the outer peripheral side (the lower part on the inner side of the outer cylinder wall 11), and a plurality of lower filling chambers 23 are formed.
Are separated by a partition wall 14, and the lower filling chambers 23, 23,... Are partitioned by partition walls 17, 17,. A relatively small number of sand circulation holes 14a, 14a are provided in the upper part of each of the lower filling chambers 23, 23,... In the partition 14, and by limiting the number and arrangement of the sand circulation holes 14a, an asymmetrical shape is obtained. With regard to the caisson described above, the balance at the time of water injection installation or the like can be appropriately maintained.

【0010】また、高位中詰室22は、内筒壁13、端
壁15により側面が閉鎖され、上面が開放されており、
中詰後に、上面に蓋コンクリートが施工されるようにな
っている。一方、低位中詰室23、23…は、外筒壁1
1、隔壁14、17、17により側面が閉鎖され、中間
上版16により上面が閉鎖されている。そして、中間上
版16には、排水孔(ガイドパイプ設置口)16a、1
6a…が低位中詰室23、23…毎に設けられており、
この排水孔16a、16a…は、中詰後に、コンクリー
トにより封鎖されるようになっている。
The high-order filling room 22 has a side surface closed by an inner cylindrical wall 13 and an end wall 15 and an upper surface open.
After filling, lid concrete is applied to the upper surface. On the other hand, the lower filling chambers 23, 23,.
1. The side walls are closed by the partition walls 14, 17, 17, and the upper surface is closed by the intermediate upper plate 16. Drain holes (guide pipe installation ports) 16a, 1
6a... Are provided for each of the lower filling chambers 23, 23.
The drain holes 16a are closed with concrete after filling.

【0011】また、高位中詰室22の外周側上部(外筒
壁11の内側上部)には遊水室21が形成されており、
遊水室21の上面には頂版19が設けられている。そし
て、外筒壁11の中間上版16に対して上方部分には、
消波、海水交換のために、多数の海水流通孔11a、1
1a…が設けれている。
In addition, a water-repelling chamber 21 is formed in an upper part on the outer peripheral side (an upper part on the inner side of the outer cylinder wall 11) of the high-order filling chamber 22.
The top plate 19 is provided on the upper surface of the water play chamber 21. In the upper part of the outer cylinder wall 11 with respect to the intermediate upper plate 16,
A large number of seawater circulation holes 11a, 1
1a are provided.

【0012】なお、外筒壁11、内筒壁13、端壁1
5、中間上版16、頂版19は、鋼コンクリート合成版
により形成され、隔壁14、17、17…は、鋼版によ
り形成されており、中間上版16は、外筒壁11、内筒
壁13、端壁15等と共に製作されるため、中詰後に施
工する場合に比して高品質になっている。
Incidentally, the outer cylinder wall 11, the inner cylinder wall 13, the end wall 1
5, the intermediate upper plate 16 and the top plate 19 are formed of a steel-concrete composite plate, the partition walls 14, 17, 17... Are formed of steel plates, and the intermediate upper plate 16 is formed of an outer cylinder wall 11, an inner cylinder. Since it is manufactured together with the wall 13, the end wall 15, and the like, the quality is high as compared with the case where the work is performed after filling.

【0013】このようなケーソンの中詰を行うには、ケ
ーソンの据付前に、ガイドパイプ39を中間上版16の
各排水孔16aに接続して遊水室21に設置しておき、
排水管36、水中ポンプ37を各ガイドパイプ39内に
設置する。また、噴射管31、31…を先端のノズル3
2が隔壁14の砂流通孔14aの斜め上方に配置される
ように高位中詰室22内に設置し、タービンポンプ33
を頂版19に設置し、給水管34、水中ポンプ35を遊
水室21に設置する。
In order to fill the caisson, the guide pipe 39 is connected to each drain hole 16a of the intermediate upper slab 16 and installed in the water play chamber 21 before the caisson is installed.
A drain pipe 36 and a submersible pump 37 are installed in each guide pipe 39. Also, the injection pipes 31, 31,.
2 is installed in the high-order filling chamber 22 so that the turbine pump 33 is disposed obliquely above the sand flow hole 14 a of the partition wall 14.
Is installed on the top plate 19, and the water supply pipe 34 and the submersible pump 35 are installed in the free water chamber 21.

【0014】そして、ケーソンの据付後、水が充填され
た高位中詰室22内に、上面開放部分から海底土砂等の
中詰砂40を起重機等を介して投入する。そして、高位
中詰室22内の中詰砂40が隔壁14の砂流通孔14a
の高さに達したところで、水中ポンプ37、37…を介
して低位中詰室23、23…の上部から余水を吸い出
し、排水管36、36を介して高位中詰室22に循環さ
せる。すると、高位中詰室22から低位中詰室23、2
3…への水流が形成され、中詰砂40が水と共に高位中
詰室22から砂流通孔14aを介して各低位中詰室23
内に流入する。従って、従来の密閉ケーソンの水流中詰
工法に比して小規模な設備で、ケーソン内の中詰砂40
を流動させることことができる。
Then, after the caisson is installed, the filling sand 40 such as marine sediment is injected into the high filling container 22 filled with water from the open upper surface through a hoist or the like. Then, the filling sand 40 in the high filling room 22 is filled with the sand circulation holes 14 a of the partition wall 14.
Is reached, the remaining water is drawn from the upper part of the lower filling chambers 23 through the submersible pumps 37, 37, and circulated to the higher filling chamber 22 through the drain pipes 36, 36. Then, from the high filling room 22 to the low filling room 23, 2
3 is formed, and the filling sand 40 is mixed with the water from the higher filling room 22 through the sand circulation holes 14a.
Flows into. Therefore, compared to the conventional closed caisson filling method using water, the sand filling in the caisson can be performed with a smaller facility.
Can be made to flow.

【0015】更に、噴射管31の先端のノズル32から
水を下向(砂流通孔14a側)に噴射して、砂流通孔1
4a近傍の中詰砂40を攪拌する。すると、中詰砂40
が砂流通孔14aを介して低位中詰室23内に圧入さ
れ、砂流通孔14aの閉塞が防止される等により、中詰
砂40の低位中詰室23内への流入が促進される。従っ
て、高位中詰室22、低位中詰室23、23…の高さが
相違する場合や、中間上版16に砂注入孔を設けたり、
隔壁14に多数の砂流通孔14aを設けることが設計上
困難な場合でも、高位中詰室22と低位中詰室23、2
3…とに中詰砂40を高い充填率で効率的に充填するこ
とができる。
Further, water is jetted downward (on the side of the sand flow hole 14a) from the nozzle 32 at the tip of the jet pipe 31 so that the sand flow hole 1
Stir the filling sand 40 near 4a. Then, the filling sand 40
Is press-fitted into the lower filling chamber 23 through the sand circulation hole 14a, and the clogging of the sand circulation hole 14a is prevented, so that the inflow of the filling sand 40 into the lower filling chamber 23 is promoted. Therefore, when the heights of the high filling room 22 and the low filling rooms 23 are different, or when the intermediate upper plate 16 is provided with a sand injection hole,
Even if it is difficult in design to provide a large number of sand circulation holes 14a in the partition wall 14, even if the high filling room 22 and the low filling room 23, 2
3. The filling sand 40 can be efficiently filled at a high filling rate.

【0016】なお、上述の実施の形態は、高位中詰室の
側方に低位中詰室が配置されている場合について述べた
が、高位中詰室の下方に低位中詰室が配置されていても
よい。また、上述の実施の形態は、高位中詰室の上面開
放部分から中詰砂を高位中詰室内に投入する場合につい
て述べたが、高位中詰室の上面が閉鎖されている場合な
ど、中詰砂をスラリー状にして高位中詰室内に注入する
ようにしてもよい。
In the above-described embodiment, the case where the lower filling room is disposed beside the high filling room is described. However, the lower filling room is disposed below the higher filling room. You may. Further, in the above-described embodiment, the case where the filling sand is introduced into the high filling room from the upper opening portion of the high filling room is described. The filling sand may be made into a slurry and injected into the high-order filling room.

【0017】[0017]

【実施例】低位中詰室からの余水吸出(強制排出)と高
位中詰室の砂流通孔周辺への水噴射とを伴う余水吸出・
水噴射方式、低位中詰室からの余水吸出のみを伴う余水
吸出方式、余水吸出、水噴射ともに伴わない自然投入方
式について、模型実験を行ったところ、低位中詰室への
中詰砂の充填率は、余水吸出・水噴射方式で約92.6
〜95.6%、余水吸出方式で約77.1〜85.2
%、自然投入方式で約67.6%となった。
[Example] Spillage of waste water accompanied by suction (forced discharge) of sewage from the lower filling room and water injection around the sand circulation hole of the higher filling room.
A model experiment was conducted on the water injection system, the spillage system with only spillage from the lower filling room, and the natural injection method without both spillage and water injection. The sand filling rate is about 92.6 in the spillage suction / water injection method.
9595.6%, about 77.1 to 85.2 by spillage suction method
%, About 67.6% in the natural input method.

【0018】[0018]

【発明の効果】上述のように、本発明に係るケーソン水
流中詰工法は、中間上版により上方が閉鎖された低位中
詰室と、砂流通孔を有する隔壁により低位中詰室と相互
に仕切られた高位中詰室とを備えたケーソンについて、
中詰砂を高位中詰室に投入又は注入し、低位中詰室の上
部から余水を吸い出して水流を形成し、高位中詰室内の
砂流通孔に対して上方又は側方部分に水を噴射して砂流
通孔周辺の中詰砂を攪拌し、高位中詰室内の中詰砂を砂
流通孔を介して低位中詰室に流入させることによって、
高位中詰室と低位中詰室とに中詰砂を高い充填率で効率
的に充填することができる。
As described above, the caisson water filling method according to the present invention is characterized in that the lower filling chamber whose upper part is closed by the intermediate upper plate and the lower filling chamber by the partition wall having the sand circulation hole are mutually connected. About caisson with partitioned high-order filling room,
Fill or inject the filling sand into the upper filling room, draw the spillage from the upper part of the lower filling room to form a water flow, and supply water to the upper or side part of the sand circulation hole in the higher filling room. By injecting and stirring the filling sand around the sand circulation hole, the filling sand in the higher filling room flows into the lower filling room through the sand circulation hole,
The high-order filling room and the low-order filling room can be efficiently filled with the filling sand at a high filling rate.

【図面の簡単な説明】[Brief description of the drawings]

【図1】 本発明に係るケーソン水流中詰工法の実施の
形態を示す縦断面図である。
FIG. 1 is a longitudinal sectional view showing an embodiment of a caisson water filling method according to the present invention.

【図2】 図1の平面配置図である。FIG. 2 is a plan layout view of FIG. 1;

【図3】 従来の密閉ケーソンの水流中詰工法の一例を
示す概念図である。
FIG. 3 is a conceptual diagram showing an example of a conventional closed caisson filling method in a stream.

【符号の説明】[Explanation of symbols]

11 外筒壁 11a 海水流通孔 13 内筒壁 14 隔壁 14a 砂流通孔 15 端壁 16 中間上版 16a 排水孔 17 隔壁 19 頂版 21 遊水室 22 高位中詰室 23 低位中詰室 31 噴射管 32 ノズル 33 タービンポンプ 34 給水管 35 水中ポンプ 36 排水管36 37 水中ポンプ 39 ガイドパイプ 40 中詰砂 DESCRIPTION OF SYMBOLS 11 Outer cylinder wall 11a Seawater circulation hole 13 Inner cylinder wall 14 Partition wall 14a Sand circulation hole 15 End wall 16 Intermediate upper plate 16a Drain hole 17 Partition wall 19 Top plate 21 Water play room 22 High filling room 23 Low filling room 31 Injection tube 32 Nozzle 33 Turbine pump 34 Water supply pipe 35 Submersible pump 36 Drain pipe 36 37 Submersible pump 39 Guide pipe 40 Filling sand

───────────────────────────────────────────────────── フロントページの続き (72)発明者 竹澤 一彦 東京都千代田区霞ヶ関2丁目1番3号 運輸省港湾局海岸・防災課内 (72)発明者 泉田 裕 新潟県新潟市入船町4丁目3778番地 運 輸省第一港湾建設局新潟港工事事務所内 (72)発明者 新宅 嘉信 新潟県新潟市東大通2−5−1 五洋建 設株式会社北陸支店内 (72)発明者 笠原 岩男 大阪府大阪市中央区高麗橋4丁目1番1 号 東洋建設株式会社内 (58)調査した分野(Int.Cl.6,DB名) E02D 23/02 ──────────────────────────────────────────────────続 き Continuing on the front page (72) Kazuhiko Takezawa, 2-3-1, Kasumigaseki, Chiyoda-ku, Tokyo, Japan Coastal and Disaster Prevention Section, Port and Harbor Bureau, Ministry of Transport (72) Inventor Yoshinobu Shintaku 2-5-1 Higashi Odori, Niigata City, Niigata Prefecture Goyo Construction Co., Ltd.Hokuriku Branch Office (72) Inventor Iwao Kasahara Osaka City, Osaka 4-1-1, Komaribashi-ku, Toyo Construction Co., Ltd. (58) Field surveyed (Int.Cl. 6 , DB name) E02D 23/02

Claims (1)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 中詰砂を水流により充填するケーソン水
流中詰工法において、 前記ケーソンは、中間上版により上方が閉鎖された低位
中詰室と、砂流通孔を有する隔壁により前記低位中詰室
と相互に仕切られた高位中詰室とを備え、前記中詰砂を
前記高位中詰室に投入又は注入し、前記低位中詰室の上
部から余水を吸い出して水流を形成し、前記高位中詰室
内の前記砂流通孔に対して上方又は側方部分に水を噴射
して前記砂流通孔周辺の前記中詰砂を攪拌し、前記高位
中詰室内の前記中詰砂を前記砂流通孔を介して前記低位
中詰室に流入させることを特徴としてなるケーソン水流
中詰工法。
1. A caisson water filling method in which filling sand is filled with a water flow, wherein the caisson comprises a lower filling chamber closed at the top by an intermediate upper plate, and a partition having a sand flow hole. Comprising a chamber and a high filling room separated from each other, injecting or pouring the filling sand into the high filling room, forming a water flow by sucking residual water from the upper part of the low filling room, Water is sprayed upward or to the side of the sand circulation hole in the high filling room to agitate the filling sand around the sand circulation hole, and the filling sand in the high filling room is filled with the sand. A caisson water filling method, characterized by flowing into the lower filling chamber through a flow hole.
JP28771396A 1996-10-30 1996-10-30 Caisson stream filling method Expired - Lifetime JP2883914B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP28771396A JP2883914B2 (en) 1996-10-30 1996-10-30 Caisson stream filling method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP28771396A JP2883914B2 (en) 1996-10-30 1996-10-30 Caisson stream filling method

Publications (2)

Publication Number Publication Date
JPH10131200A JPH10131200A (en) 1998-05-19
JP2883914B2 true JP2883914B2 (en) 1999-04-19

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Country Link
JP (1) JP2883914B2 (en)

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
ES2327199B1 (en) 2008-04-24 2010-07-22 Acciona Windpower, S.A. SUPPORT SUPPORT FOR A MARINE AEROGENERATOR, MANUFACTURING PROCEDURE AND INSTALLATION METHOD.
CN114687347B (en) * 2022-03-22 2024-03-22 中铁建大桥工程局集团南方工程有限公司 Automatic deviation correcting device for open caisson construction

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JPH10131200A (en) 1998-05-19

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