JP2785631B2 - Connection box for submerged box connection - Google Patents
Connection box for submerged box connectionInfo
- Publication number
- JP2785631B2 JP2785631B2 JP5026793A JP2679393A JP2785631B2 JP 2785631 B2 JP2785631 B2 JP 2785631B2 JP 5026793 A JP5026793 A JP 5026793A JP 2679393 A JP2679393 A JP 2679393A JP 2785631 B2 JP2785631 B2 JP 2785631B2
- Authority
- JP
- Japan
- Prior art keywords
- box
- water pressure
- connection
- water
- wall
- 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
【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION
【0001】[0001]
【産業上の利用分野】本発明は海底などに沈埋函を沈
設、接合して沈埋トンネルを構築する際の、沈埋函を最
終接合するときに使用する接続函に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a connecting box used for final joining of a buried box when a buried box is laid and joined on the sea floor or the like to form a buried tunnel.
【0002】[0002]
【従来の技術】従来の沈埋函の最終接合は接合部をシ−
トパイルなどで取り囲み、モルタルを打設して固めたあ
と内部をはつり取ってトンネルを完成させたり、接続函
を既設函に内蔵させておき、これを押し出して相互に接
合していた。2. Description of the Related Art The conventional final joining of a submerged box involves sealing the joint.
They were surrounded by a top pile, mortar was cast and hardened, then the inside was stripped off to complete the tunnel, or a connection box was built into the existing box, which was extruded and joined together.
【0003】[0003]
【発明が解決しようとする課題】従来の方法では、はつ
り量が多量となり、作業が困難であった。また、接続函
を押し出して接合する方法では沈埋函の位置ずれのた
め、接続函の接合端が沈埋函の端部とうまく接合せず、
ジャッキで引き寄せて接合させるにしても大きな力が必
要であった。In the conventional method, the amount of reaming is large and the operation is difficult. Also, in the method of extruding and joining the connection box, the joint end of the connection box does not join well with the end of the buried box due to the displacement of the buried box,
A large force was required even if the jacks were pulled together to join.
【0004】上記問題点を解決するために本発明者らは
軸方向に伸縮可能な接続函を使用して、水圧を利用して
最終接合することを別に提案している。水圧を利用して
最終接合する際、接続函内に水圧をかける部屋を形成
し、その部屋(以下水圧室という)に所定の水圧をかけ
るのであるが、水圧室の密閉は必ずしも十分ではないの
で長時間安定した水圧をかけるには煩雑な操作をともな
う。[0004] In order to solve the above problems, the present inventors have separately proposed to use a connection box which can be extended and contracted in the axial direction and to perform final joining using water pressure. At the time of final joining using water pressure, a room for applying water pressure is formed in the connection box, and a predetermined water pressure is applied to the room (hereinafter referred to as a water pressure chamber), but the sealing of the water pressure chamber is not necessarily sufficient, so Applying stable water pressure for a long time involves complicated operations.
【0005】本発明はかかる難点を解決するものであっ
て、水圧室の密閉が多少不完全であっても、簡単な操作
で水圧室に長時間安定した水圧をかけることができる接
続函を提供するものである。The present invention has been made to solve such a problem, and provides a connection box which can apply a stable hydraulic pressure to the hydraulic chamber for a long time with a simple operation even if the sealing of the hydraulic chamber is somewhat incomplete. Is what you do.
【0006】[0006]
【課題を解決するための手段】本願の請求項1記載の発
明は、(A)互いに摺動可能な内函と隔壁を持つ外函と
から構成され(B)内函と外函とは最も離れた側で互い
に逆方向に開口し、(C)外函の隔壁内側に外函の隔
壁、周壁と内函とで水圧室を形成し、(D)水圧室には
開閉可能な注水管が開口するとともに、その上部に水圧
塔が連通していることを特徴とする沈埋函接合用接続函
である。The invention according to claim 1 of the present application comprises (A) an inner box slidable to each other and an outer box having a partition wall. Opened in opposite directions on the remote side, (C) a water pressure chamber is formed by the outer wall, inner wall and inner wall inside the outer wall, and (D) a water pipe that can be opened and closed is installed in the water pressure chamber. This is a connecting box for submerged box joining, which is open and has a water pressure tower communicating with its upper part.
【0007】そして、請求項2記載の発明は、(A)連
結端面やや内側に隔壁を有する2個の沈埋函を伸縮可能
なフレキシブル継手で係合してなり、(B)沈埋函の2
枚の隔壁とフレキシブル継手を含めた周壁とで水圧室を
形成し、(C)水圧室には開閉可能な注水管が開口する
とともに、その上部に水圧塔が連通していることを特徴
とする沈埋函接合用接続函である。The invention according to claim 2 is characterized in that (A) two buried boxes having a partition wall slightly inside the connection end face are engaged with an expandable flexible joint, and (B)
A water pressure chamber is formed by the partition walls and the peripheral wall including the flexible joint. (C) The water pressure chamber has an openable water injection pipe, and a water pressure tower communicates with an upper part thereof. It is a connection box for immersion box joining.
【0008】請求項1記載の発明は、二個の函を断面相
似形に製造し、断面の小さい方を内函、断面の大きい方
を外函として両者を摺動可能に係合する方式で連結した
伸縮可能な接続函(以下摺動形接続函という)を対象と
し、請求項2記載の発明は、断面形状の同じ二個の函を
軸方向に突き合わせ、その突き合わせ部をフレキシブル
継手で連結した伸縮可能な接続函(以下フレキシブル継
手形接続函という)を対象とし、対象は若干異なるが、
何れも水圧(圧接作業の開始時にはジャッキによる引き
寄せを併用する場合もあるが)により接続函を伸長させ
て既設沈埋函(以下既設函という)相互間もしくは既設
函と立坑ケーソンを接続する接続函である点で共通する
ので、両者を特に区別せずに説明する。According to the first aspect of the present invention, two boxes are manufactured to have a similar shape in cross section, and a smaller cross section is used as an inner box, and a larger cross section is used as an outer box. The invention according to claim 2 is directed to a connected and extendable connection box (hereinafter referred to as a sliding connection box), butts two boxes having the same cross-sectional shape in the axial direction, and connects the butted portions with a flexible joint. For flexible telescopic connection boxes (hereinafter referred to as flexible joint type connection boxes).
In any case, the connection boxes are extended by water pressure (although the pulling by jacks may be used at the start of the pressure welding work), and the connection boxes are connected between the existing buried boxes (hereinafter referred to as existing boxes) or between the existing boxes and the vertical caisson. Since they are common in certain respects, both will be described without distinction.
【0009】水圧室は摺動形接続函の場合は、外函隔壁
内側の密閉された部屋であり、フレキシブル継手形接続
函の場合は、2枚の隔壁と周壁(フレキシブル継手を含
め)とで囲まれた密閉された部屋である。In the case of a sliding connection box, the hydraulic chamber is a sealed room inside the outer box partition. In the case of a flexible joint type connection box, the water pressure chamber is formed of two partition walls and a peripheral wall (including a flexible joint). It is a closed and enclosed room.
【0010】本発明は、この水圧室に水圧塔を設け水柱
の高さによって所定の水圧を水圧室にかけるようにした
接続函であって、水柱の高さの調整という簡単な操作で
水圧室にかかる水圧を長時間一定に保持し得るものであ
る。The present invention relates to a connection box in which a water pressure tower is provided in the water pressure chamber and a predetermined water pressure is applied to the water pressure chamber according to the height of the water column, and the water pressure chamber is adjusted by a simple operation of adjusting the height of the water column. Can be kept constant for a long time.
【0011】特に水柱の高さを水圧塔の高さと同じ(水
が絶えずオーバーフロウする状態)に設定しておけば、
水柱の高さの調整も必要なく、水を圧入し続けるだけで
よい。このように水圧塔の設置により水圧室の密閉が多
少不完全であっても、簡単な操作で水圧室に長時間安定
した水圧をかけることができるので、接続函と既設函と
を所定どうり圧接することができる。In particular, if the height of the water column is set to be the same as the height of the water pressure tower (the state where water constantly overflows),
There is no need to adjust the height of the water column, just press in the water. In this way, even if the sealing of the water pressure chamber is somewhat imperfect due to the installation of the water pressure tower, a stable operation of the water pressure chamber can be applied for a long time with a simple operation. Can be pressed.
【0012】本発明の水圧塔は接続函と既設函との接合
完了後は撤去されるので撤去作業が容易に行えるように
設置しておくのが好ましい。The hydraulic tower of the present invention is removed after the joining of the connecting box and the existing box is completed, so it is preferable to install the tower so that the removing operation can be easily performed.
【0013】本発明での既設函とは既設沈埋函は勿論の
こと既設である立抗ケーソンをも意味するものであり、
接合方法は何れの場合でも全く同じである。The existing box in the present invention means not only an existing buried box but also an existing standing caisson.
The joining method is exactly the same in any case.
【0014】[0014]
【実施例】以下、図面を参照しながら本発明の接続函お
よびこの接続函を使用した接合方法について説明する。BRIEF DESCRIPTION OF THE DRAWINGS FIG. 1 is a perspective view showing a connecting box according to the present invention.
【0015】図1は、請求項1記載の摺動形接続函を既
設函8と立抗ケーソン側面9との接合部に設置した状態
の軸方向立断面図である。この摺動形接続函は内函5と
外函6とが摺動部7Aで係合しており、接続函の壁面お
よび隔壁により部屋1,2,3が形成されている。部屋
1が水圧室でありこの部屋1の上面に水圧塔4が設けら
れている。部屋1には水圧塔4の他に注水管を設けてお
く。FIG. 1 is an axial sectional view showing a state in which the sliding connection box according to the first aspect is installed at a joint between an existing box 8 and a side wall 9 of an upright caisson. In this sliding connection box, the inner box 5 and the outer box 6 are engaged with each other at the sliding portion 7A, and the walls 1, 2 and 3 are formed by the wall surface and the partition wall of the connection box. The room 1 is a hydraulic chamber, and a hydraulic tower 4 is provided on the upper surface of the room 1. In the room 1, a water injection pipe is provided in addition to the water pressure tower 4.
【0016】接合法について説明する。The joining method will be described.
【0017】(1)予め、既設函8と立抗ケーソン側面
9の接合端両側に接続函の端部の設置位置を示すと同時
に接続函の移動を誘導する受けアゴ11を設けてある。(1) Receiving jaws 11 for indicating the installation position of the end of the connection box and guiding the movement of the connection box are provided on both sides of the joint end between the existing box 8 and the side wall 9 of the vertical caisson.
【0018】(2)接続函を接合部に所定位置である受
けアゴ11に乗るように吊りおろし、内函5が外函6に
深く挿入されている状態で設置する。(図1) (3)注水管より水を圧入し水圧塔4内に水を押し上げ
水位を調整する。(2) The connection box is hung down on the joint 11 on the receiving barn 11 which is a predetermined position, and the connection box is installed in a state where the inner box 5 is inserted deeply into the outer box 6. (Fig. 1) (3) Water is injected from the water injection pipe and pushed up into the water pressure tower 4 to adjust the water level.
【0019】(4)部屋1が押し拡げられ内函5の端部
は既設函8に、外函6の端部は立抗ケーソン側面9にそ
れぞれ圧接する。(4) The room 1 is expanded and the end of the inner box 5 is pressed against the existing box 8, and the end of the outer box 6 is pressed against the side wall 9 of the vertical caisson.
【0020】(5)既設函の排水管12のバルブを開
き、部屋2内の水を排水し水圧圧接を強化する。 (6)立抗ケーソンの排水管13のバルブを開き、部屋
3内の水を排水し水圧圧接を強化する。以上で既設函と
立抗ケーソン側面の最終接合は終了し、水圧塔の撤去、
蓋の除去、接合部のコンクリート打設、函内仕上げなど
は通常の通り行われる。(5) The valve of the drain pipe 12 of the existing box is opened to drain the water in the room 2 and strengthen the hydraulic pressure welding. (6) Open the valve of the drain pipe 13 of the vertical caisson to drain the water in the room 3 and strengthen the hydraulic pressure welding. With the above, the final joining of the existing box and the side of the caisson is completed, removal of the hydraulic tower,
Removal of the lid, concrete casting of the joint, finishing in the box, etc. are performed as usual.
【0021】上記の接合法において、水圧圧接以前にジ
ャッキによる接続函の引き寄せを行ってもよい。In the above joining method, the connection box may be pulled by a jack before the hydraulic pressure welding.
【0022】図2は、請求項2記載のフレキシブル継手
形接続函を既設函8と立抗ケーソン側面9との接合部に
設置した状態の軸方向立断面図である。このフレキシブ
ル継手形接続函はA圧接端5AとB圧接端5Bとがフレ
キシブル継手部7Bで係合しており、接続函の壁面およ
び隔壁により部屋1,2,3が形成されている。部屋1
が水圧室でありこの部屋1の上面に水圧塔4が設けられ
ている。部屋1には水圧塔4の他に注水管を設けてお
く。FIG. 2 is an axial sectional view showing a state in which the flexible joint type connection box according to the second aspect is installed at the joint between the existing box 8 and the side wall 9 of the vertical caisson. In this flexible joint type connection box, the A press contact end 5A and the B press contact end 5B are engaged by a flexible joint portion 7B, and the walls 1, 2 and 3 are formed by the wall surface and the partition wall of the connection box. Room 1
Is a hydraulic chamber, and a hydraulic tower 4 is provided on the upper surface of the chamber 1. In the room 1, a water injection pipe is provided in addition to the water pressure tower 4.
【0023】接合法は図1の場合と同じである。The joining method is the same as in FIG.
【0024】[0024]
【発明の効果】水圧室の密閉が多少不完全であっても、
簡単な操作で水圧室に長時間安定した水圧をかけること
ができる。According to the present invention, even if the sealing of the hydraulic chamber is somewhat incomplete,
With a simple operation, stable hydraulic pressure can be applied to the hydraulic chamber for a long time.
【図面の簡単な説明】[Brief description of the drawings]
【図1】請求項1記載の摺動形接続函を最終接合部に設
置した状態の軸方向立断面図である。FIG. 1 is an axial vertical sectional view showing a state in which a sliding connection box according to claim 1 is installed at a final joint.
【図2】請求項2記載のフレキシブル継手形接続函をを
最終接合部に設置した状態の軸方向立断面図である。FIG. 2 is an axial sectional view in a state where the flexible joint type connection box according to claim 2 is installed at a final joint.
1・・水圧室、2・・既設函側部屋、3・・立抗ケーソ
ン側部屋、4・・水圧塔、5・・内函、5A・・A圧接
端、5B・・B圧接端、6・・外函、7A・・摺動部、
7B・・フレキシブル継手部、8・・既設函、9・・立
抗ケーソン側面、10・・蓋、11・・受けアゴ、12
・・既設函側排水管、13・・立抗ケーソン側排水管。1. Hydraulic chamber, 2. Existing cabin side room, 3. Vertical caisson side room, 4. Hydraulic tower, 5. Inner box, 5A..A pressure contact end, 5B..B pressure contact end, 6. ..Outer box, 7A..Sliding part,
7B ··· Flexible joint part, 8 ··················································· 11
・ ・ Drain pipe on the existing box, 13 ・ Drain pipe on the caisson.
Claims (2)
外函とから構成され(B)内函と外函とは最も離れた側
で互いに逆方向に開口し、(C)外函の隔壁内側に外函
の隔壁、周壁と内函とで水圧室を形成し、(D)水圧室
には開閉可能な注水管が開口するとともに、その上部に
水圧塔が連通していることを特徴とする沈埋函接合用接
続函。(A) An inner box slidable to each other and an outer box having a partition wall. (B) The inner box and the outer box open in opposite directions on the farthest side, and (C) A water pressure chamber is formed on the inner side of the outer box bulkhead, the outer wall and the surrounding wall and the inner box. (D) The water pressure chamber has an openable water injection pipe and a water pressure tower communicates with the upper part thereof. A connection box for connecting a submerged box.
個の沈埋函を伸縮可能なフレキシブル継手で係合してな
り、(B)沈埋函の2枚の隔壁とフレキシブル継手を含
めた周壁とで水圧室を形成し、(C)水圧室には開閉可
能な注水管が開口するとともに、その上部に水圧塔が連
通していることを特徴とする沈埋函接合用接続函。(A) A partition having a partition wall slightly inside the connection end face.
(B) A hydraulic chamber is formed by the two partition walls of the submerged box and the peripheral wall including the flexible joint. (C) The hydraulic chamber is opened and closed. A connection box for submerged box joints, characterized in that a possible water injection pipe is opened and a water pressure tower communicates with the top of the pipe.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP5026793A JP2785631B2 (en) | 1993-02-16 | 1993-02-16 | Connection box for submerged box connection |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP5026793A JP2785631B2 (en) | 1993-02-16 | 1993-02-16 | Connection box for submerged box connection |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH06240687A JPH06240687A (en) | 1994-08-30 |
JP2785631B2 true JP2785631B2 (en) | 1998-08-13 |
Family
ID=12203205
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP5026793A Expired - Fee Related JP2785631B2 (en) | 1993-02-16 | 1993-02-16 | Connection box for submerged box connection |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP2785631B2 (en) |
Families Citing this family (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2002364009A (en) * | 2001-06-12 | 2002-12-18 | Taisei Corp | Jointing box body and connecting method for the box |
KR101017124B1 (en) * | 2008-05-15 | 2011-02-25 | 박정일 | Underwater dry dock for launching the undersea tunnel and incremental launching method using thereof |
Family Cites Families (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5724798A (en) * | 1980-07-23 | 1982-02-09 | Taisei Corp | Installation of final coupling for suck caisson |
JPH02127200A (en) * | 1988-11-07 | 1990-05-15 | Mitsubishi Heavy Ind Ltd | Underwater swimming water tank |
-
1993
- 1993-02-16 JP JP5026793A patent/JP2785631B2/en not_active Expired - Fee Related
Also Published As
Publication number | Publication date |
---|---|
JPH06240687A (en) | 1994-08-30 |
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