JP3243538B2 - Connection method between buried box and shaft and structure of shaft - Google Patents
Connection method between buried box and shaft and structure of shaftInfo
- Publication number
- JP3243538B2 JP3243538B2 JP27491792A JP27491792A JP3243538B2 JP 3243538 B2 JP3243538 B2 JP 3243538B2 JP 27491792 A JP27491792 A JP 27491792A JP 27491792 A JP27491792 A JP 27491792A JP 3243538 B2 JP3243538 B2 JP 3243538B2
- Authority
- JP
- Japan
- Prior art keywords
- box
- shaft
- connection
- storage chamber
- final
- 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 - Fee Related
Links
Landscapes
- Underground Structures, Protecting, Testing And Restoring Foundations (AREA)
Description
【0001】[0001]
【産業上の利用分野】本発明は、沈埋函と立坑の接続方
法と立坑の構造に関するものである。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for connecting a submerged box and a shaft and a structure of the shaft.
【0002】[0002]
【従来の技術】沈埋函によってトンネルを構成する場合
に、最後に沈設した函体と立坑とを接続する必要があ
る。 <イ>その場合に一つの方法として止水パネルを使用す
る方法がある。この方法は最終沈埋函の沈設後に水中作
業によって止水パネルを立坑との隙間に設置し、函内に
おいてドライな状態で継手を構築する方法である。 <ロ>他の方法として立坑の外部に締切りを設置し、そ
の内側の大気下で接続用に張り出した接続室や接続函体
を組み立て、締切り工を撤去し、注水した後に最終函体
を沈下させ、接続函体を引きだして接続用の函体と最終
函体とを接続する方法である。(図7)2. Description of the Related Art When a tunnel is formed by burying a box, it is necessary to connect the last laid body and a shaft. <B> In that case, there is a method of using a waterproof panel as one method. In this method, a water stop panel is installed in the gap between the shaft and the shaft by submerged work after the final submerged box is submerged, and the joint is constructed in a dry state in the box. <B> As another method, install a deadline outside the shaft, assemble the connection room and connection box that protrude for connection under the atmosphere inside the shaft, remove the deadline, and after pouring water, sink the final box. Then, the connection box is pulled out to connect the connection box and the final box. (FIG. 7)
【0003】[0003]
【発明が解決しようとする問題点】前記したような従来
の沈埋函と立坑の接続方法にあっては、次のような問題
点がある。 <イ>上記の<イ>の方法においては、止水パネルの取
り付けが水中における作業となる。そのために安全性、
作業性、品質の面で問題がある。 <ロ>上記<ロ>の方法においては、接続用の函体や接
続室を組み立てる空間には切粱や腹起こしが錯綜してい
る。したがって、材料を小割りして吊り込む必要があ
り、組み立て作業の空間も狭く、きわめて不経済な作業
をせざるを得ない。また接続用の函体や接続室を構築す
るための仮締切り用に広い空間が必要である。Problems to be Solved by the Invention The above-mentioned conventional connection method between a buried box and a shaft has the following problems. <A> In the above method <A>, the installation of the waterproofing panel is an operation underwater. Safety,
There is a problem in workability and quality. <B> In the method of <b> above, the space for assembling the connection box and the connection chamber is complicated with squirrels and upsets. Therefore, it is necessary to hang the material in small pieces, and the space for the assembling work is narrow, resulting in extremely uneconomical work. In addition, a large space is required for the box for connection and the temporary deadline for constructing the connection room.
【0004】[0004]
【本発明の目的】本発明は上記のような問題を改善する
ためになされたもので、狭い空間において経済的に接続
を行うことのできる、沈埋函と立坑の接続方法を提供す
ることを目的とする。さらに本発明は、最終函体と立坑
との位置や方向の調整を簡単に行うことのできる、立坑
の構造を提供することを目的とする。SUMMARY OF THE INVENTION The object of the present invention is to solve the above problems, and an object of the present invention is to provide a method of connecting a buried box and a shaft, which can be economically connected in a small space. And A further object of the present invention is to provide a vertical shaft structure that can easily adjust the position and direction between the final box and the vertical shaft.
【0005】[0005]
【問題点を解決するための手段】すなわち本発明は、立
坑を構成するケーソンにあらかじめ接続函体収納室を凹
設しておき、この収納室内に外筒と内筒からなる接続函
体を収納しておき、外筒と収納室内壁との間隙において
立坑の施工誤差の調整を行って最終函体の角度と一致さ
せ、内筒を収納室から出して最終函体に当接させ、最終
函体と立坑との接続を行う、沈埋函と立坑の接続方法で
ある。また本発明は、側面に凹設した接続函体収納室
と、その外部を被覆した蓋体と、最終函体と立坑とを接
続する接続函体とよりなり、接続函体は二重の角筒体と
して構成し、外筒と収納室内壁との間隙において立坑の
傾斜との調整を行い、外筒内に収納した内筒は最終函体
側へ移動可能に構成した、立坑の構造である。[Means for Solving the Problems] That is, according to the present invention, a connecting box storage chamber is previously recessed in a caisson constituting a shaft, and a connecting box comprising an outer cylinder and an inner cylinder is provided in the storage chamber.
The body is stored, and in the gap between the outer cylinder and the storage room wall
Adjust the construction error of the shaft to match the angle of the final box.
In this method, the inner cylinder is taken out of the storage chamber and brought into contact with the final box to connect the final box to the shaft. Also, the present invention comprises a connection box storage chamber recessed on the side surface, a lid covering the outside thereof, and a connection box connecting the final box and the shaft, and the connection box has a double corner. and configure <br/> a tubular member, to adjust the inclination of the shafts in the gap between the outer tube and the storage chamber wall, an inner cylinder housed in the barrel was movable in the final box-side, It is a vertical shaft structure.
【0006】[0006]
【本発明の構成】以下図面を参照しながら本発明の沈埋
函と立坑の接続方法、および立坑の構造について説明す
る。 <イ>立坑 本発明の立坑1はケーソンによって構成する。ケーソン
は内部を掘削しつつ沈下させてゆく公知の構造のもので
ある。ただし本発明に使用するケーソンは特にその側面
の一部に、後述する接続函体2を収納するための収納室
3を凹設する。収納室3は開放状態であるとケーソンの
沈設に支障があるので、蓋体4によって被覆しておく。
この蓋体4は解体が容易な鋼製の板などによって構成す
る。DESCRIPTION OF THE PREFERRED EMBODIMENTS The method for connecting a submerged box and a shaft according to the present invention and the structure of the shaft will be described below with reference to the drawings. <A> Shaft The shaft 1 of the present invention is constituted by a caisson. The caisson is of a known structure that sinks while excavating the inside. However, the caisson used in the present invention has a storage chamber 3 for storing a connection box 2 to be described later, particularly in a part of a side surface thereof. If the storage room 3 is in an open state, the caisson will not be able to be settled.
The lid 4 is made of a steel plate or the like which can be easily disassembled.
【0007】<ロ>接続函体2 立坑1と、最終函体5を接続する函体が接続函体2であ
る。この接続函体2は二重の角筒体によって構成する。
すなわち外筒21と内筒22である。外筒21の内部に
収納した内筒22は最終函体5側へ移動可能に構成す
る。外筒21の外周面と収納室3内壁との間には一定の
間隙を設けておく。そして両者間には鋼材などで仮に固
定しておき、必要に応じて仮固定材を撤去して間にジャ
ッキなどを設置する。それらのジャッキ群の伸縮状態を
調整すると、外筒21は収納室3の内部にありながらそ
の縦断勾配、横断勾配を自由に変更することができる。
そのために内外筒の設置角度を、立坑1の傾斜とは別の
角度に変更することが可能となる。<B> Connection Box 2 A connection box 2 connects the shaft 1 to the final box 5. This connection box 2 is constituted by a double rectangular cylinder.
That is, the outer cylinder 21 and the inner cylinder 22 are provided. The inner cylinder 22 housed inside the outer cylinder 21 is configured to be movable toward the final box 5 side. A certain gap is provided between the outer peripheral surface of the outer cylinder 21 and the inner wall of the storage chamber 3. Then, a temporary fixing material is temporarily fixed between the two members, and the temporary fixing material is removed as necessary, and a jack or the like is installed between them. By adjusting the expansion / contraction state of the jack group, the outer cylinder 21 can freely change its vertical gradient and transverse gradient while being inside the storage chamber 3.
Therefore, the installation angle of the inner and outer cylinders can be changed to a different angle from the inclination of the shaft 1.
【0008】[0008]
【施工方法】次に施工方法について説明する。 <イ>立坑1の構築 上記した構成のケーソンを、その内部を掘削して海底地
盤内に沈下させる。このケーソンの側面には接続函体2
を収納する収納室3が凹設してあり、その内部には接続
用函体がすでに収納してある。しかしその外部には蓋が
被覆してあるので、沈下は問題がない。こうしてケーソ
ンを沈下させることによって、立坑1の構築が行われ
る。[Construction method] Next, a construction method will be described. <A> Construction of the shaft 1 The caisson having the above-described configuration is excavated inside and sunk into the seabed ground. On the side of this caisson is a connection box 2
A storage chamber 3 for storing the connection box is recessed, and a connection box is already stored therein. However, since the outside is covered with a lid, subsidence is not a problem. The shaft 1 is constructed by sinking the caisson in this manner.
【0009】<ロ>外部の締切り(図3) 立坑1の構築が終了したら、接続部の周囲を鋼管矢板6
などによって締切り、底部水中コンクリートを打設して
内部を排水し作業空間7を作る。この内部において、最
終函体5を支承する台、その他の準備工を行う。立坑1
を構成するケーソンはその施工方法から正確な方向、傾
斜で沈設してあるとは限らない。そこで、外筒21の外
部と収納室3内面とを仮に固定した部材を解体し、その
間に複数のジャッキを配置して油圧を供給する。こうし
て外筒の立坑1に対する横断勾配、縦断勾配を調整し
て、次に沈下させる最終函体5の角度と一致するように
調整しておく。この調整の後に、外筒21の外側と、収
納室3の内面との間にはコンクリートまたはモルタルを
打設して一体化を図る。(図4)<B> External Closure (FIG. 3) When the construction of the shaft 1 is completed, the steel pipe sheet pile 6 is placed around the connection.
The work space 7 is made by draining the inside by placing underwater concrete at the bottom and closing it. In this inside, a stand for supporting the final box 5 and other preparation work are performed. Shaft 1
The caisson that constitutes is not necessarily sunk in the correct direction and slope due to its construction method. Therefore, a member temporarily fixing the outside of the outer cylinder 21 and the inner surface of the storage chamber 3 is disassembled, and a plurality of jacks are arranged between them to supply hydraulic pressure. In this way, the cross slope and the vertical slope of the outer cylinder with respect to the shaft 1 are adjusted so as to match the angle of the final box 5 to be settled next. After this adjustment, concrete or mortar is cast between the outside of the outer cylinder 21 and the inside of the storage chamber 3 to achieve integration. (FIG. 4)
【0010】<ハ>最終函体5との接続 以上の作業で準備が完了したら、鋼管矢板6による締切
り工を解体する。次に運搬してきた最終函体5を、立坑
1の外部に沈下設置する。最終函体5の先端が、接続函
体2のすぐ近くに位置して固定される。(図5)そこで
接続函体2を収納室3から出して最終函体5に当接させ
る。(図6)これは水中のおける作業となる。こうし
て、最終函体5と立坑1との接続が完了する。この場合
の接続函体2の移動は、最終函体5側から引き寄せても
よく、立坑1側から押し出してもよい。両者の接続が完
了した後には接続函体2が移動しないように固定しなけ
ればならない。そのために例えば外筒21の内面と、内
筒22の外面の一部にそれぞれキー溝を凹設しておき、
接続が完了したら両者のキー溝が一致するように配置し
ておき、その溝内にモルタルを注入して固定するような
方法を採用することもできる。<C> Connection with the final box 5 When the preparation is completed by the above operation, the closing work using the steel pipe sheet pile 6 is dismantled. Next, the transported final box 5 is settled outside the shaft 1. The tip of the final box 5 is fixed in the immediate vicinity of the connection box 2. (FIG. 5) Then, the connecting box 2 is taken out of the storage chamber 3 and is brought into contact with the final box 5. (FIG. 6) This is an underwater operation. Thus, the connection between the final box 5 and the shaft 1 is completed. In this case, the connection box 2 may be moved from the final box 5 side or pushed out from the shaft 1 side. After the connection between the two is completed, the connection box 2 must be fixed so as not to move. For this purpose, for example, key grooves are respectively formed in the inner surface of the outer cylinder 21 and a part of the outer surface of the inner cylinder 22,
After the connection is completed, a method may be adopted in which both key grooves are arranged so as to coincide with each other, and mortar is injected into the grooves and fixed.
【0011】[0011]
【発明の効果】本発明沈埋函と立坑1の接続方法は以上
説明したようになるから次のような効果を得ることがで
きる。 <イ>ケーソンを利用した立坑1の内部に事前に接続函
体2を収納した状態で沈設する構造である。そのために
沈設後の立坑1の外部で接続函体2を組み立てる必要が
ない。したがって作業期間が短く、外部の締切りは狭い
空間で十分であり、経済的である。 <ロ>接続用の函体は地上で組み立ててケーソンの内部
に収納すればよいから、狭い締切りの内部で製造する場
合に比較して、品質のよい函体が短時間で正確に製造す
ることができる。 <ハ>ケーソンの内部に接続函体2を収納してあって
も、その外壁には凹凸は形成していないから、沈下の障
害にはならない。 <ニ>接続函体2の引き出し方向を自由にかつ正確に修
正することができるから、ケーソンが傾斜していても最
終函体5との接続は確実に行うことができる。As described above, the method for connecting the buried box and the shaft 1 according to the present invention has the following effects. <A> A structure in which a connecting box 2 is stored in advance in a shaft 1 using a caisson. For this reason, there is no need to assemble the connection box 2 outside the shaft 1 after being laid. Therefore, the working period is short, the external deadline is sufficient in a small space, and it is economical. <B> The connection box can be assembled on the ground and housed inside the caisson, so that a high-quality box can be manufactured accurately in a short time compared to the case where it is manufactured inside a narrow deadline. Can be. <C> Even if the connecting box 2 is housed inside the caisson, no irregularities are formed on the outer wall thereof, so that it does not hinder sinking. <D> Since the drawing direction of the connection box 2 can be freely and accurately corrected, even if the caisson is inclined, the connection with the final box 5 can be reliably performed.
【図1】本発明のケーソン説明図FIG. 1 is an illustration of a caisson of the present invention.
【図2】沈埋函との接続方法の説明図FIG. 2 is an explanatory view of a connection method with a submerged box.
【図3】沈埋函との接続方法の説明図FIG. 3 is an explanatory view of a connection method with a buried box.
【図4】沈埋函との接続方法の説明図FIG. 4 is an explanatory view of a connection method with a buried box.
【図5】沈埋函との接続方法の説明図FIG. 5 is an explanatory view of a connection method with a submerged box.
【図6】沈埋函との接続方法の説明図FIG. 6 is an explanatory view of a connection method with a submerged box.
【図7】従来の沈埋函と立坑との接続方法の説明図FIG. 7 is an explanatory view of a conventional connection method between a buried box and a shaft.
───────────────────────────────────────────────────── フロントページの続き (56)参考文献 特開 昭63−60399(JP,A) (58)調査した分野(Int.Cl.7,DB名) E02D 29/073 ──────────────────────────────────────────────────続 き Continuation of the front page (56) References JP-A-63-60399 (JP, A) (58) Fields investigated (Int. Cl. 7 , DB name) E02D 29/073
Claims (2)
納室を凹設し、 この収納室内に外筒と内筒からなる接続函体を収納して
おき、外筒と収納室内壁との間隙において立坑の施工誤差の調
整を行って最終函体の角度と一致させ、 内筒 を収納室から出して最終函体に当接させ、 最終函体と立坑との接続を行う、 沈埋函と立坑の接続方法1. A connecting box storage chamber is recessed in a caisson constituting a shaft, and a connecting box including an outer cylinder and an inner cylinder is stored in the storage chamber, and a gap between the outer cylinder and a wall of the storage chamber is provided. Of construction errors in shafts
To adjust the angle to match the angle of the final box, take the inner cylinder out of the storage chamber and abut against the final box, and connect the final box to the shaft.
整を行い、外筒 内に収納した内筒は最終函体側へ移動可能に構成し
た、 立坑の構造2. A connection box storage chamber recessed on the side surface, a cover covering the outside thereof, and a connection box connecting the final box and the shaft, wherein the connection box is a double cylinder. configured, to adjust the construction errors of the vertical shaft in the gap between the outer tube and the storage chamber wall, an inner cylinder housed in the barrel was movable in the final box-side, the vertical shaft structure
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP27491792A JP3243538B2 (en) | 1992-09-21 | 1992-09-21 | Connection method between buried box and shaft and structure of shaft |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP27491792A JP3243538B2 (en) | 1992-09-21 | 1992-09-21 | Connection method between buried box and shaft and structure of shaft |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH06108792A JPH06108792A (en) | 1994-04-19 |
| JP3243538B2 true JP3243538B2 (en) | 2002-01-07 |
Family
ID=17548341
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP27491792A Expired - Fee Related JP3243538B2 (en) | 1992-09-21 | 1992-09-21 | Connection method between buried box and shaft and structure of shaft |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP3243538B2 (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP5145977B2 (en) * | 2008-01-29 | 2013-02-20 | Jfeエンジニアリング株式会社 | Vertical shaft forming method and pipeline laying method using the vertical shaft forming method |
-
1992
- 1992-09-21 JP JP27491792A patent/JP3243538B2/en not_active Expired - Fee Related
Also Published As
| Publication number | Publication date |
|---|---|
| JPH06108792A (en) | 1994-04-19 |
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