JPH0441727B2 - - Google Patents
Info
- Publication number
- JPH0441727B2 JPH0441727B2 JP20167586A JP20167586A JPH0441727B2 JP H0441727 B2 JPH0441727 B2 JP H0441727B2 JP 20167586 A JP20167586 A JP 20167586A JP 20167586 A JP20167586 A JP 20167586A JP H0441727 B2 JPH0441727 B2 JP H0441727B2
- Authority
- JP
- Japan
- Prior art keywords
- caisson
- joint
- earth
- sand
- frame
- 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
Links
- 239000004576 sand Substances 0.000 claims description 26
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 20
- 238000005192 partition Methods 0.000 claims description 13
- 238000009412 basement excavation Methods 0.000 claims description 8
- 238000000034 method Methods 0.000 claims description 7
- 239000012530 fluid Substances 0.000 claims description 5
- 230000003014 reinforcing effect Effects 0.000 claims description 4
- 230000000149 penetrating effect Effects 0.000 claims 2
- 239000000725 suspension Substances 0.000 claims 1
- 239000002689 soil Substances 0.000 description 4
- 229910000831 Steel Inorganic materials 0.000 description 2
- 238000010276 construction Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 239000010959 steel Substances 0.000 description 2
- 238000010586 diagram Methods 0.000 description 1
- 238000007599 discharging Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000004904 shortening Methods 0.000 description 1
Landscapes
- Bulkheads Adapted To Foundation Construction (AREA)
- Underground Structures, Protecting, Testing And Restoring Foundations (AREA)
Description
【発明の詳細な説明】
<産業上の利用分野>
本発明は継手を有するケーソンとその沈設方法
に関するものである。DETAILED DESCRIPTION OF THE INVENTION <Industrial Application Field> The present invention relates to a caisson having a joint and a method for sinking the same.
<本発明の目的>
本発明は次のような継手を有するケーソンとそ
の沈設方法を提供することを目的とする。<Object of the present invention> An object of the present invention is to provide a caisson having the following joint and a method for sinking the same.
<イ> ケーソンと継手とを一体に沈設し、作業
行程を少なくして工期の短縮を図ることができ
る、継手を有するケーソンとその沈設方法。<A> A caisson with a joint and its sinking method, which allows the caisson and the joint to be sunk as one, reducing the number of work steps and shortening the construction period.
<ロ> ケーソンとケーソンとの接続を、容易に
且つ確実に行なうことができる、継手を有する
ケーソンとその沈設方法。<B> A caisson with a joint and its sinking method that allows easy and reliable connection between caissons.
<本発明の構成>
以下、図面を参照しながら本発明の一実施例に
ついて説明する。<Structure of the present invention> An embodiment of the present invention will be described below with reference to the drawings.
<イ> 本発明の装置の構造(第1〜3図)
本実施例においては、丸型のケーソンの場合
について説明する。<A> Structure of the device of the present invention (FIGS. 1 to 3) In this embodiment, a case of a round caisson will be explained.
なお、角型のケーソンでも使用することがで
きる。 Note that a square caisson can also be used.
本装置のケーソン1は、掘進の最先端にリバ
ース機等の掘削機2を有し、ケーソン1内に水
を注入して、土砂と水を練り混ぜながら掘削を
行い、掘削した土砂を外部に排出する構造であ
る。 The caisson 1 of this device has an excavator 2 such as a reverse machine at the cutting edge of the excavation, injects water into the caisson 1, excavates while mixing earth and sand, and releases the excavated earth and sand to the outside. It is a structure that discharges water.
(1) 継手函
ケーソン1のケーソン躯体11外面のケー
ソン連結方向の両端部に、ケーソン躯体11
の上端部側から下端部のやや上部まで、水平
方向に一定間隔をおいて二枚の帯板状の継手
3,3を取り付ける。 (1) Joint box The caisson frame 11 is attached to both ends of the outer surface of the caisson frame 11 of the caisson 1 in the caisson connection direction.
Two strip-shaped joints 3, 3 are attached at a constant interval in the horizontal direction from the upper end side to slightly above the lower end.
この継手3,3の下端は、基端から自由端
部31,31に向かつて、斜め上方に切断し
てある。 The lower ends of the joints 3, 3 are cut diagonally upward from the base end toward the free ends 31, 31.
継手3,3の自由端部31,31間には、
下端にウオータージエツトノズル5,5を取
り付けた長方形の仕切板61を、着脱可能に
L字鋼等で横架させる。 Between the free ends 31, 31 of the joints 3, 3,
A rectangular partition plate 61 with water jet nozzles 5, 5 attached to its lower end is removably mounted horizontally using L-shaped steel or the like.
この仕切板61は、継手3,3の自由端部
31,31の全長にわたつて横架させる。 This partition plate 61 is placed horizontally over the entire length of the free ends 31, 31 of the joints 3, 3.
そして、底蓋のない函体の継手函6を形成
する。 Then, a joint box 6, which is a box without a bottom cover, is formed.
なお、この継手3,3の自由端部31,3
1には、鋼管の一部側面を開口した沈設ガイ
ド32,32を取り付ける。 Note that the free ends 31, 3 of these joints 3, 3
1 is attached with submerged guides 32, 32, each of which has a partially open side surface of a steel pipe.
(2) 土砂取入口
継手函6の下端でかつ掘削機2の直上部の
ケーソン躯体11に土砂取入口4を開設す
る。 (2) Earth and sand intake port A sand intake port 4 is opened in the caisson frame 11 at the lower end of the joint box 6 and directly above the excavator 2.
土砂取入口4は、ケーソン1の内部に向か
つて斜め下方に、断面を方形に開口し、その
上面41が継手函6の下端にできる空間面と
の延長面になるようにする。 The earth and sand intake port 4 opens obliquely downward toward the inside of the caisson 1 and has a rectangular cross section so that its upper surface 41 becomes an extension surface of the space formed at the lower end of the joint box 6.
要は、後述するウオータージエツトノズル
5,5から斜め下方に噴射される、水やエア
ー等の高速流体によつて掘削された土砂を取
り込めればよい。 The point is that the excavated earth and sand can be taken in by a high-speed fluid such as water or air that is injected diagonally downward from water jet nozzles 5, which will be described later.
(3) ウオータージエツトノズル
仕切板61の長辺部の両端部にウオーター
ジエツトパイプ51,51を取り付け、仕切
板61の下端にウオータージエツトパイプ5
1,51に連結したウオータージエツトノズ
ル5,5を取り付ける。 (3) Water jet nozzle The water jet pipes 51 are attached to both ends of the long side of the partition plate 61, and the water jet pipe 5 is attached to the lower end of the partition plate 61.
Attach the water jet nozzles 5, 5 connected to 1, 51.
このウオータージエツトノズル5,5は短
寸のノズルで、高速流体を噴射して前面の土
砂を掘削して、ケーソン1内部に土砂を取り
入れやすいように、斜め下方に向けて設置す
る。 The water jet nozzles 5, 5 are short nozzles and are installed diagonally downward so that they can easily take in the earth and sand into the caisson 1 by injecting high-speed fluid to excavate the earth and sand in front.
つまり、ウオータージエツトノズル5,5
の斜め下方に位置する土砂取入口4方向に向
けて、高速流体を噴射するよう構成する。 In other words, water jet nozzle 5,5
The structure is such that high-speed fluid is injected toward four directions of the earth and sand intake ports located diagonally below the earth and sand intake port.
<ロ> ケーソンの沈設方法(第1〜4図)
ケーソン1内の本掘削の前に通常の作業を行
い、その後ウオータージエツトによる掘削を開
始する。<B> Method for sinking a caisson (Figures 1 to 4) Before the actual excavation of the caisson 1, normal work is carried out, and then excavation using a water jet is started.
(1) ウオータージエツトによる掘削 まず、最初のケーソン1を沈設する。 (1) Excavation by water jet First, the first caisson 1 is sunk.
ケーソン1の本体が下端の掘削機2によつ
て掘削を始めると同時に、ウオータージエツ
トノズル5,5から高速流体を噴射して、継
手函6の下端前面の土砂を掘削する。 At the same time when the main body of the caisson 1 starts excavating by the excavator 2 at the lower end, high-speed fluid is injected from the water jet nozzles 5, 5 to excavate earth and sand in front of the lower end of the joint box 6.
掘削した土砂は、土砂取入口4からケーソ
ン1内部に取り入れて、掘削機2の排土と一
緒に外部に排土する。 The excavated earth and sand is taken into the caisson 1 through the earth and sand intake port 4, and is discharged to the outside together with the earth discharged by the excavator 2.
(2) 仕切板の撤去
最初のケーソン1の掘削を完了したら、二
本目からのケーソン1の場合は、既に沈設し
たケーソン1と、それぞれの沈設ガイド3
2,32を連結して挿入しながら正確な方向
に沈設する。 (2) Removal of the partition plate After completing the excavation of the first caisson 1, in the case of the second caisson 1, remove the already sunken caisson 1 and each sunken guide 3.
2 and 32 are connected and inserted in the correct direction.
掘削が終了したら、連結した沈設ガイド3
2,32とそれぞれの仕切板61,61とに
囲まれた空間に残つた、残留土7を排土ポン
プ等で排土する。 When the excavation is completed, connect the connected sinking guide 3
The residual soil 7 remaining in the space surrounded by 2 and 32 and the respective partition plates 61 and 61 is removed by an earth removal pump or the like.
その後、それぞれの仕切板61,61を撤
去する。 After that, each partition plate 61, 61 is removed.
(3) 継手部への鉄筋篭の設置
仕切板61,61を撤去してできた継手部
の空間に、鉄筋篭8を挿入する。 (3) Installation of reinforcing bar cage in joint part Reinforcing bar cage 8 is inserted into the space of the joint part created by removing the partition plates 61, 61.
そして、継手部へコンクリートを打設して
強固な継手3,3を設置する。 Then, concrete is poured into the joints to install strong joints 3, 3.
その他の実施例 1(第5図)
継手部下端の掘削した土砂を排土するための専
用の排土管9を、ケーソン躯体11の内部に土砂
取入口4を覆うように取り付け、ケーソン躯体1
1内にエアーリフト送気パイプ91を埋設する。Other Embodiments 1 (Fig. 5) A dedicated soil removal pipe 9 for discharging excavated earth and sand at the lower end of the joint is installed inside the caisson frame 11 so as to cover the earth and sand intake port 4, and the caisson frame 1
An air lift air supply pipe 91 is buried in the interior of the air lift pipe 91.
そして、エアーリフト送気パイプ91よりエア
ーを噴射して、土砂を排土管9を通して外部に排
土することも考えられる。 It is also conceivable to inject air from the air lift air supply pipe 91 to discharge the earth and sand to the outside through the earth discharge pipe 9.
その他の実施例 2(第6図)
ケーソン躯体11の壁厚が厚かつたり、継手
3,3の長さが長かつたりして、十分に掘削した
土砂を取り入れられない場合は、ケーソン躯体1
1内部の土砂取入口4の上面41にウオータージ
エツトノズル52をさらに取り付けて、二つのウ
オータージエツトノズル52によつて、排土する
ことも考えられる。Other Embodiments 2 (Fig. 6) If the wall thickness of the caisson frame 11 is thick or the length of the joints 3, 3 is long, and it is not possible to take in sufficient excavated earth and sand, the caisson frame 1
It is also conceivable to further attach a water jet nozzle 52 to the upper surface 41 of the earth and sand intake port 4 inside the earth soil intake port 4, and to discharge soil using the two water jet nozzles 52.
<本発明の効果>
本発明は以上説明したようになるので、次のよ
うな効果を期待することができる。<Effects of the Present Invention> Since the present invention has been described above, the following effects can be expected.
<イ> 仕切板の下端に取り付けたウオータージ
エツトノズルによつて、継手函下端の前面の土
砂を掘削することができる。<A> Earth and sand in front of the lower end of the joint box can be excavated by the water jet nozzle attached to the lower end of the partition plate.
そのため、継手を容易に掘進させることがで
き、ケーソンと継手とを一体に沈設することが
できる。 Therefore, the joint can be easily dug, and the caisson and the joint can be sunk together.
従つて、作業行程を少なくして、工期の短縮
を図ることができる。 Therefore, the number of work steps can be reduced and the construction period can be shortened.
<ロ> ケーソンと継手とを一体に沈設すること
ができるので、予め、ケーソンに継手を取り付
けておくことができる。<B> Since the caisson and the joint can be sunk together, the joint can be attached to the caisson in advance.
そのため、ケーソンとケーソンとの接続を容
易に行なうことができる。 Therefore, the caissons can be easily connected.
<ハ> 継手には仕切板が取り付けてあり、函体
を形成している。<C> A partition plate is attached to the joint, forming a box.
そのため、継手間に土砂が入り込むことがな
く、コンクリート等を継手部に打設しても土砂
が混入しないので、強固な継手ができる。 Therefore, earth and sand will not enter between the joints, and even if concrete or the like is poured into the joints, no earth and sand will be mixed in, resulting in a strong joint.
従つて、ケーソンとケーソンとの接続を確実
に行うことができる。 Therefore, caisson-to-caisson connection can be ensured.
第1図:本発明の一実施例の説明図、第2図:
継手函の下端の拡大説明図、第3図:継手部の断
面説明図、第4図:鉄筋篭を取り付けた状態の説
明図、第5,6図:その他の実施例の説明図。
Figure 1: An explanatory diagram of an embodiment of the present invention, Figure 2:
An enlarged explanatory view of the lower end of the joint box, Fig. 3: An explanatory cross-sectional view of the joint part, Fig. 4: An explanatory view of a state in which a reinforcing bar basket is attached, and Figs. 5 and 6: An explanatory view of other embodiments.
Claims (1)
有するケーソンにおいて、 ケーソン躯体外面のケーソン連結方向の両端部
に、 ケーソン躯体上端部側から下端部のやや上部ま
で、水平方向に一定間隔をおいて取り付けた二枚
の帯板状の継手と、 継手の下端でかつ掘削機の直上部のケーソン躯
体に開設した土砂取入口と、 この継手の自由端部間に横架させた下端にウオ
ータージエツトノズルを取り付けた着脱式の仕切
板とよりなり、 ウオータージエツトノズルを土砂取入口方向に
向けて高速流体を噴射するよう構成したことを特
徴とする、 継手を有するケーソン。 2 上下方向に貫通する中空部の下端に掘削機を
有するケーソンを沈設する方法において、 ケーソン躯体外面のケーソン連結方向の両端部
に、 ケーソン躯体上端部側から下端部のやや上部ま
で、水平方向に一定間隔をおいて二枚の帯板状の
継手を取り付け、 継手の自由端部間に横架させた着脱式の仕切板
の下端に位置するウオータージエツトによつて継
手の下端の前面の土砂を掘削し、 掘削した土砂を継手の下端でかつ掘削機の直上
部のケーソン躯体に開口した土砂取入口よりケー
ソン躯体内に取り入れながら掘進し、 掘削完了後に仕切板を撤去してケーソンとケー
ソンとの間の継手部に鉄筋篭を設置し、 継手部にコンクリートを打設してケーソンの沈
設を行うことを特徴とする、 継手を有するケーソンの沈設方法。[Scope of Claims] 1. In a caisson having an excavator at the lower end of a hollow part penetrating in the vertical direction, at both ends of the outer surface of the caisson frame in the caisson connection direction, from the upper end side of the caisson frame to slightly above the lower end, a horizontal Two strip-shaped joints installed at regular intervals in the direction, an earth and sand intake port opened in the caisson frame directly above the excavator at the lower end of the joint, and a horizontal suspension between the free ends of the joints. A caisson having a joint, comprising a removable partition plate with a water jet nozzle attached to the lower end thereof, and the water jet nozzle is configured to direct high-speed fluid toward the earth and sand intake port. . 2 In a method of sinking a caisson with an excavator at the lower end of a hollow part penetrating in the vertical direction, a caisson is installed at both ends of the outer surface of the caisson frame in the caisson connection direction, from the upper end of the caisson frame to slightly above the lower end in the horizontal direction. Two strip-shaped joints are attached at regular intervals, and a water jet located at the lower end of a removable partition plate suspended horizontally between the free ends of the joints removes dirt and sand from the front of the lower end of the joints. The excavated earth and sand were taken into the caisson frame through the earth and sand inlet opened in the caisson frame at the lower end of the joint and directly above the excavator as the excavation progressed. After the excavation was completed, the partition plate was removed and the caisson and caisson were separated. A method for sinking a caisson with a joint, which is characterized by installing a reinforcing cage at the joint between the two and pouring concrete at the joint to sink the caisson.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP20167586A JPS6360325A (en) | 1986-08-29 | 1986-08-29 | Caissons with joints and their sinking method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP20167586A JPS6360325A (en) | 1986-08-29 | 1986-08-29 | Caissons with joints and their sinking method |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS6360325A JPS6360325A (en) | 1988-03-16 |
| JPH0441727B2 true JPH0441727B2 (en) | 1992-07-09 |
Family
ID=16445034
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP20167586A Granted JPS6360325A (en) | 1986-08-29 | 1986-08-29 | Caissons with joints and their sinking method |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS6360325A (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR100400655B1 (en) * | 2001-07-12 | 2003-10-08 | 김건수 | Method of subsiding well open caisson for constructing piers under the water. |
-
1986
- 1986-08-29 JP JP20167586A patent/JPS6360325A/en active Granted
Also Published As
| Publication number | Publication date |
|---|---|
| JPS6360325A (en) | 1988-03-16 |
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