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JPH0833011B2 - How to fill a closed caisson - Google Patents
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JPH0833011B2 - How to fill a closed caisson - Google Patents

How to fill a closed caisson

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Publication number
JPH0833011B2
JPH0833011B2 JP7467089A JP7467089A JPH0833011B2 JP H0833011 B2 JPH0833011 B2 JP H0833011B2 JP 7467089 A JP7467089 A JP 7467089A JP 7467089 A JP7467089 A JP 7467089A JP H0833011 B2 JPH0833011 B2 JP H0833011B2
Authority
JP
Japan
Prior art keywords
filling
sand
caisson
return pipe
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
Application number
JP7467089A
Other languages
Japanese (ja)
Other versions
JPH02252820A (en
Inventor
範伊 有冨
廣治 田中
綱義 甲佐
省三 池田
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.)
Penta Ocean Construction Co Ltd
Original Assignee
Penta Ocean Construction Co Ltd
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 Penta Ocean Construction Co Ltd filed Critical Penta Ocean Construction Co Ltd
Priority to JP7467089A priority Critical patent/JPH0833011B2/en
Publication of JPH02252820A publication Critical patent/JPH02252820A/en
Publication of JPH0833011B2 publication Critical patent/JPH0833011B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Description

【発明の詳細な説明】 (産業上の利用分野) 本発明は、防波堤や護岸等の建設において沈設される
密閉型ケーソン内に、中詰砂を水搬によって充填する密
閉型ケーソンの中詰方法に関する。
DETAILED DESCRIPTION OF THE INVENTION (Industrial field of application) The present invention relates to a method for filling a closed caisson by water-filling the filled caisson in a closed caisson sunk in the construction of a breakwater, a seawall, etc. Regarding

(従来の技術) 従来、密閉型ケーソンの中詰は、第7図及び第8図に
示すように、ケーソン本体1の頂面を頂板2をもって閉
鎖した状態で沈設し、その頂板2にあけた注入口3より
注入管4を通して水と中詰砂とのスラリーを送り込み、
ケーソン本体1内で中詰砂5を沈降させ、余水を頂板2
の排水口6より返送管7を通して送り返し、再度スラリ
ーに使用するようにしている。なお、図において8は隔
壁9によって仕切られた隔室であり、10は隔壁9にあけ
られた隔室8間の流通孔である。
(Prior Art) Conventionally, as shown in FIGS. 7 and 8, the closed caisson is sunk in a state where the top surface of the caisson body 1 is closed with a top plate 2 and is opened in the top plate 2. Slurry of water and filling sand is sent from the inlet 3 through the injection pipe 4,
Sedimentary sand 5 is settled in caisson body 1 and spillage is added to top plate 2
It is sent back from the drainage port 6 through the return pipe 7 and used again for the slurry. In the figure, 8 is a compartment partitioned by a partition 9, and 10 is a communication hole between the compartments 8 opened in the partition 9.

この従来の中詰め方法では、注入口3が設けられた隔
室8aでは、スラリーが注入口3から下方に流速2〜4m/s
程度の速度出注入され、注入されたスラリーは、流通口
10を通って隣接する隔室に流過し、最終的には排水口6
から余水が排出されるものであり、排水口6が設けられ
た隔室8bでは排水口6が頂板2に垂直に設けられている
ため、隣接の隔室8から流過して来る余水が上向きに向
きを変えて排出される。そして、中詰が進んだ充填末期
には、第8図に示すように注入口3を設けた隔室8aで
は、下向きにかなりの速度でスラリーが注入されている
ため、質量の大きな粒子が堆積するが、ほとんどの粒子
が堆積できずに下流側に流され、スラリー注入量に見合
った空隙の状態が保たれる。一方排出口6を設けた隔室
8bでは隣接した隔室8の最上部の流通口10から流れて来
た余水が上向きに流水方向を変えて排出されるため、排
出口6近傍では、流水口に大きな乱れが発生し、ある限
界状態の空隙が保たれることとなっている。
In this conventional filling method, in the compartment 8a provided with the inlet 3, the slurry flows downward from the inlet 3 at a flow rate of 2 to 4 m / s.
Slurry is injected at a speed of about a degree, and the injected slurry flows through the flow port.
It passes through 10 to the adjacent compartment, and finally drains 6
The spilled water is discharged from the drainage chamber, and in the compartment 8b provided with the drainage port 6, since the drainage port 6 is provided vertically to the top plate 2, the spilled water flowing from the adjacent compartment 8 is drained. Is turned upward and discharged. Then, at the end of filling where the filling has progressed, as shown in FIG. 8, in the compartment 8a provided with the inlet 3, the slurry is injected downward at a considerable speed, so that particles with large mass are deposited. However, most of the particles cannot be deposited and are flowed to the downstream side, so that the state of voids corresponding to the slurry injection amount is maintained. On the other hand, a compartment with a discharge port 6
In 8b, the spilled water flowing from the uppermost circulation port 10 of the adjacent compartment 8 is discharged by changing the flowing direction upward, so that a large turbulence occurs in the flowing water port near the discharge port 6, The void in the limit state is to be maintained.

(発明が解決しようとする課題) 上述したような従来の方法では、注入口及び排出口を
有する隔室の数が全隔室の1/4程度になり、これが中詰
砂充填率に大きく影響を及ぼしており、最近、注入、排
出口部分の隔室の充填率を高めたいとする要望がある。
(Problems to be solved by the invention) In the conventional method as described above, the number of compartments having the inlet and the outlet is about 1/4 of all the compartments, which greatly affects the filling rate of the filling sand. Recently, there is a demand for increasing the filling rate of the compartments at the injection and discharge ports.

かかる状態にかんがみ、本発明では、通常の密閉型ケ
ーソンでは排出口の数が流入口の2倍存在したことに注
目し、排出口がある隔室の中詰砂充填を高め、全体の充
填率を高める密閉型ケーソンの中詰方法の提供を目的と
したものである。
In view of such a state, in the present invention, it was noted that the number of outlets in the normal closed type caisson was twice that of the inlets, and the filling of the filling sand in the compartment with the outlets was increased to improve the overall filling rate. The purpose of the present invention is to provide a method of filling a closed type caisson that enhances the product.

(課題を達成するための手段) 上記の如き目的を達成する本発明の特徴は、密閉型ケ
ーソンの頂面板に開口させた注入口より水搬によって中
詰砂を注入し、中詰砂沈降後の搬送水を、該頂面板に開
口させた排水口より返送管を通して排水させつつ中詰す
る密閉型ケーソンの中詰方法において、前記排水口の口
径を前記返送管の管本体部の径より大きくし、かつ、該
返送管の先端に前記返送管本体部の管径より大径の拡開
部を設け、該拡開部の拡開側端部を前記排水口に連続さ
せ、前記注入口から中詰砂とともに注入された搬送水の
排水口部における流速を、中詰砂の静水中沈下速度より
遅くしつつ中詰することにある。
(Means for Achieving the Object) The feature of the present invention that achieves the above-mentioned object is to inject the filling sand by water transfer from the inlet opened in the top plate of the closed type caisson, and after the sedimentation of the filling sand. In the filling method of the closed caisson in which the carrier water of the above is drained through the return pipe through the drain port opened in the top plate, and the inside diameter of the drain port is larger than the diameter of the pipe body of the return pipe. And, at the tip of the return pipe is provided with a widened portion having a diameter larger than the pipe diameter of the return pipe main body portion, and the widened side end portion of the widened portion is continuous with the drain port, It is intended that the flow velocity of the carrier water, which is injected together with the filling sand, at the drainage port is slower than the settling speed of the filling sand in still water to fill the filling.

(作用) この中詰方法では、注入口より中詰砂とのスラリーが
送り込まれると、ケーソン内では中詰砂が沈降分離して
堆積され、余水が排水口から返送管先端の拡開部を通り
返送管内を返送される。そして、中詰が進み、充填末期
においても排水口及び拡開部を通る流速は、中詰砂の静
水中沈下速度より遅いため、排水口下側に大きな空隙が
のこることなく中詰砂の沈降堆積がなされ、充填率の高
い中詰がなされる。
(Operation) In this filling method, when the slurry with filling sand is fed from the inlet, the filling sand is settled and deposited in the caisson, and the residual water is spread from the drain port to the expansion part of the return pipe tip. Returned through the pipe. Then, as the filling progresses and the flow velocity through the drainage port and the expansion part is slower than the settling speed of the filling sand in still water even at the end of filling, there is no large void below the drainage outlet Accumulation is performed and filling with high filling rate is performed.

(実施例) 次に本発明の実施例を第1図〜第8図について説明す
る。なお、前述の従来例と同じ部分には同じ符号を付し
てその説明を省略する。
(Example) Next, the Example of this invention is described about FIGS. The same parts as those in the above-mentioned conventional example are designated by the same reference numerals, and the description thereof will be omitted.

この方法では、ケーソン本体1の頂板2に、開口部断
面積の注入口3の5倍程度の大きさの排水口11を開口さ
せるとともに、第3図に示すように返送管7の先端に下
端開口が排水口11とほぼ同径をしたラッパ状の拡開部12
を設け、その拡開部12の先端を排水口11に連結してい
る。また排水口11は、従来の排水口6と同じ位置に同じ
数だけ、即ち、ケーソン本体1の頂板2の四隅に1個づ
つあけられている。なお、注入口3は従来と同じ口径の
ものが同じ配置に2個設けられ、また拡室8a,8a,8bの配
置も従来と同様である。
In this method, the top plate 2 of the caisson body 1 is provided with a drain port 11 which is about 5 times as large as the inlet port 3 having an opening cross-sectional area, and a lower end is provided at the tip of the return pipe 7 as shown in FIG. A trumpet-shaped widening part 12 whose opening has the same diameter as the drainage port 11
Is provided, and the tip of the expanded portion 12 is connected to the drainage port 11. Further, the drainage ports 11 are provided at the same positions as the conventional drainage ports 6 in the same number, that is, one at each of the four corners of the top plate 2 of the caisson body 1. Two injection ports 3 having the same diameter as the conventional one are provided in the same arrangement, and the expansion chambers 8a, 8a, 8b are also arranged in the same manner as the conventional one.

このようにして注入口3より流速2〜4m/sにてスラリ
ーを注入すると、各排水口11では、その開口部断面積が
注入口3の5倍であり、しかも排水口の数が2倍である
ため流速が1/10、即ち0.2〜0.4m/sに減速され、注入さ
れた中詰砂の内静水中沈降速度がこれより速い粒が排出
されずに排水口11下の隔室8b内に堆積される。
When the slurry is injected from the inlet 3 at a flow rate of 2 to 4 m / s in this way, the opening cross-sectional area of each outlet 11 is 5 times that of the inlet 3, and the number of outlets is 2 times. Therefore, the flow velocity is reduced to 1/10, i.e., 0.2 to 0.4 m / s, and the sedimentation speed of the injected stillage sand in the still water is faster than this. Is deposited inside.

上述と同じ方法によって中詰を行った結果は、第4図
に示す如くであった。図中における枠内の数字は各隔室
如の中詰砂充填率(%)を示している。この結果から平
均充填率(%)は次の如くである。
The result of filling with the same method as above was as shown in FIG. The numbers in the boxes in the figure indicate the filling ratio (%) of the filled sand in each compartment. From this result, the average filling rate (%) is as follows.

(1)注入口設置隔室 98.1 (2)排水口設置隔室 95.9 (3)前期(1)(2)以外の隔室 99.0 (4)全隔室 98.1 なお、上述の実施例では返送管7の拡開部としてラッ
パ状のものを示しているが、この他第5図に示すように
垂直部分を拡径のストレートな筒状にした拡開部12とし
てもよく、また第6図に示すように隔室8bの上部全体を
高くした形状の拡開部としてもよいものである。またこ
の拡開部は、返送管7に一体に設ける他、頂板2に一体
に設けてもよいものである。
(1) Inlet installation chamber 98.1 (2) Drainage chamber 95.9 (3) Other than the previous period (1) (2) 99.0 (4) All chamber 98.1 In the above embodiment, the return pipe 7 Although the flared portion is shown as the flared portion, the flared portion 12 may be a straight tubular shaped portion having a straightened vertical portion as shown in FIG. 5, or as shown in FIG. As described above, it is also possible to form an expanded portion having a shape in which the entire upper portion of the compartment 8b is raised. The expanded portion may be provided integrally with the return pipe 7 or may be provided integrally with the top plate 2.

(発明の効果) 上述の如く本発明の密閉型ケーソンの中詰方法によれ
ば、排水口の口径を大きくし、かつ、これに連結される
返送管の先端に拡開部を設けたことにより、従来と同じ
速度の中詰によっても排水口下の隔室への充填率が著し
く向上されることとなり、より安定度の高いケーソンの
設置がなし得られることとなったものである。
(Effect of the Invention) As described above, according to the method of filling the closed caisson of the present invention, the diameter of the drainage port is increased, and the expansion portion is provided at the tip of the return pipe connected to the drainage port. The filling rate of the compartment below the drainage port is remarkably improved even by filling at the same speed as the conventional one, and it is possible to install the caisson with higher stability.

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

第1図は本発明に使用するケーソンの部分横断平面図、
第2図は同縦断面図、第3図は排水口部分の拡大断面
図、第4図は中詰充填率を示すケーソン平面線図、第5
図、第6図はそれぞれ別々の他の実施例を示す排水口部
分の断面図、第7図は従来の中詰を示すケーソンの一部
横断平面図、第8図は同縦断面図である。 1……ケーソン本体、2……頂板、3……注入口、4…
…注入管、5……中詰砂、6……排水口、7……返送
管、8、8a、8b……隔室、9……隔壁、10……流通孔、
11……排水口、12……拡開部。
FIG. 1 is a partial cross-sectional plan view of a caisson used in the present invention,
FIG. 2 is a longitudinal sectional view of the same, FIG. 3 is an enlarged sectional view of the drainage port portion, FIG. 4 is a caisson plane diagram showing the filling rate of the filling, and FIG.
FIGS. 6 and 6 are sectional views of drainage ports showing other different embodiments, FIG. 7 is a partial cross-sectional plan view of a caisson showing conventional filling, and FIG. 8 is a longitudinal sectional view thereof. . 1 ... Caisson body, 2 ... Top plate, 3 ... Injection port, 4 ...
… Injection pipe, 5 …… Medium sand, 6 …… Drainage port, 7 …… Return pipe, 8,8a, 8b …… Compartment, 9 …… Differential partition, 10 …… Flow hole,
11 …… Drainage port, 12 …… Expansion part.

フロントページの続き (72)発明者 池田 省三 東京都品川区東大井1―11―25 五洋建設 株式会社技術研究所内 (56)参考文献 特公 昭63−53333(JP,B2) 特公 昭63−53334(JP,B2) 特公 昭63−53335(JP,B2)Front page continuation (72) Inventor Shozo Ikeda 1-11-25 Higashiooi, Shinagawa-ku, Tokyo Goyo Construction Co., Ltd. Technical Research Institute (56) References Japanese Patent Publication No. 63-53333 (JP, B2) Japanese Patent Publication No. Sho 63-53334 (JP, B2) JP-B-63-53335 (JP, B2)

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】密閉型ケーソンの頂面板に開口させた注入
口より水搬によって中詰砂を注入し、中詰砂沈降後の搬
送水を、該頂面板に開口させた排水口より返送管を通し
て排水させつつ中詰する密閉型ケーソンの中詰方法にお
いて、前記排水口の口径を前記返送管の管本体部の径よ
り大きくし、かつ、該返送管の先端に前記返送管本体部
の管径より大径の拡開部を設け、該拡開部の拡開側端部
を前記排水口に連続させ、前記注入口から中詰砂ととも
に注入された搬送水の排水口部における流速を、中詰砂
の静水中沈下速度より遅くしつつ中詰することを特徴と
してなる密閉型ケーソンの中詰方法。
1. A return pipe for injecting the filling sand by water transfer from an inlet opened in the top plate of the closed caisson, and carrying the carrier water after sedimentation of the filling sand through a drain port opened in the top plate. In a method for filling a closed caisson in which water is drained through, the diameter of the drainage port is made larger than the diameter of the pipe body of the return pipe, and the pipe of the return pipe body is attached to the tip of the return pipe. An expansion part having a diameter larger than the diameter is provided, the expansion side end part of the expansion part is connected to the drainage port, and the flow velocity at the drainage part of the carrier water injected together with the filling sand from the injection port, A method for filling a closed caisson, which is characterized by filling the sand while making it slower than the settling speed of the filled sand in still water.
JP7467089A 1989-03-27 1989-03-27 How to fill a closed caisson Expired - Lifetime JPH0833011B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP7467089A JPH0833011B2 (en) 1989-03-27 1989-03-27 How to fill a closed caisson

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP7467089A JPH0833011B2 (en) 1989-03-27 1989-03-27 How to fill a closed caisson

Publications (2)

Publication Number Publication Date
JPH02252820A JPH02252820A (en) 1990-10-11
JPH0833011B2 true JPH0833011B2 (en) 1996-03-29

Family

ID=13553901

Family Applications (1)

Application Number Title Priority Date Filing Date
JP7467089A Expired - Lifetime JPH0833011B2 (en) 1989-03-27 1989-03-27 How to fill a closed caisson

Country Status (1)

Country Link
JP (1) JPH0833011B2 (en)

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP6353335B2 (en) 2014-10-07 2018-07-04 ヤマハ発動機株式会社 Board work system
JP6353333B2 (en) 2014-10-01 2018-07-04 川崎重工業株式会社 Misfire detection device
JP6353334B2 (en) 2014-10-03 2018-07-04 昭和電線ケーブルシステム株式会社 Superconducting current lead

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP6353333B2 (en) 2014-10-01 2018-07-04 川崎重工業株式会社 Misfire detection device
JP6353334B2 (en) 2014-10-03 2018-07-04 昭和電線ケーブルシステム株式会社 Superconducting current lead
JP6353335B2 (en) 2014-10-07 2018-07-04 ヤマハ発動機株式会社 Board work system

Also Published As

Publication number Publication date
JPH02252820A (en) 1990-10-11

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