JPH09296465A - Production and transfer equipment for immersed caisson - Google Patents
Production and transfer equipment for immersed caissonInfo
- Publication number
- JPH09296465A JPH09296465A JP8142072A JP14207296A JPH09296465A JP H09296465 A JPH09296465 A JP H09296465A JP 8142072 A JP8142072 A JP 8142072A JP 14207296 A JP14207296 A JP 14207296A JP H09296465 A JPH09296465 A JP H09296465A
- Authority
- JP
- Japan
- Prior art keywords
- construction
- excavated soil
- submerged
- excavated
- dry dock
- 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.)
- Pending
Links
Landscapes
- Underground Structures, Protecting, Testing And Restoring Foundations (AREA)
Abstract
Description
【0001】[0001]
【発明の属する技術分野】本発明は、沈埋函(沈埋トン
ネル構成用函体)の製作と移動のための設備に関するも
のである。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to equipment for manufacturing and moving a submerged box (a box for constructing a submerged tunnel).
【0002】[0002]
【従来の技術】従来、沈埋函の製作は、造船所等の既設
のドライドックでなされるのが通例であるが、既設のド
ライドックの数が少ないため、その確保が難しく、ま
た、確保できても沈埋函を施工現場まで曳航する距離が
長大になる場合が多いのが難点であった。2. Description of the Related Art Conventionally, the production of a submerged box is usually done at an existing dry dock at a shipyard or the like, but it is difficult to secure it because the number of existing dry docks is small. However, the problem was that the distance to which the submerged box was towed to the construction site was often long.
【0003】そこで、沈埋函製作専用のドライドックを
沈埋トンネルの施工現場近くに設けることが考えられる
が、この場合、地盤を深く掘削してドライドックを形成
すると、掘削土の処理や工事終了後の埋め戻しが大変で
ある。Therefore, it is conceivable to install a dry dock dedicated to the production of the submerged box near the construction site of the submerged tunnel. In this case, if the ground is deeply excavated to form the dry dock, the excavated soil will be treated and after the construction is completed. Backfilling is difficult.
【0004】[0004]
【発明が解決しようとする課題】本発明が解決しようと
する課題、すなわち、本発明の目的は、前述の沈埋トン
ネルの施工現場近くに沈埋函製作専用のドライドックを
設ける場合の問題点が解消され、合理的で、工事全体の
能率向上に大いに寄与する沈埋函製作・移動用設備を提
供することにある。SUMMARY OF THE INVENTION The problem to be solved by the present invention, that is, the object of the present invention is to solve the above-mentioned problems when a dry dock dedicated to the production of a buried box is provided near the construction site of the buried tunnel. The purpose is to provide equipment for manufacturing and moving submerged boxes that is rational and greatly contributes to improving the efficiency of the entire construction.
【0005】[0005]
【課題を解決するための手段】前記課題を解決するため
に、本発明の沈埋函製作・移動用設備では、沈埋トンネ
ルの斜路部の構築予定地に隣接する空き地に、浅く掘削
し、かつ、その掘削土で周囲に築提して形成した沈埋函
製作用ドライドックと、斜路部施工用の山留め壁を利用
して形成した水位調整用ロックとを組み合わせている。In order to solve the above-mentioned problems, in the facility for manufacturing and moving a sunk box according to the present invention, shallow digging is performed on a vacant land adjacent to a planned site of a sloped portion of a sunk tunnel, and A dry dock for making a submerged box formed by surrounding the excavated soil and a water level adjusting lock formed by using a retaining wall for constructing a slope are combined.
【0006】なお、本発明の沈埋函製作・移動用設備
は、ドライドックの掘削土の余部で盛土して形成した用
地に作られた沈埋函製作用部材工場を併有する場合があ
る。The submerged box manufacturing / moving facility of the present invention may also have a submerged box manufacturing member factory, which is formed on a site formed by embankment in a surplus portion of excavated soil in a dry dock.
【0007】[0007]
【発明の実施の形態】本発明の一実施例を図面(図1な
いし図3)により説明すると、本発明の沈埋函製作・移
動用設備の全体図である図1において、1は陸地と水域
との境界線を示しており、その向かって左側が陸地、左
側が水域であり、構築予定の沈埋トンネルの中心線はX
−Xで示されている。BEST MODE FOR CARRYING OUT THE INVENTION An embodiment of the present invention will be described with reference to the drawings (FIGS. 1 to 3). In FIG. 1, which is an overall view of a facility for manufacturing and moving a submerged box according to the present invention, 1 is a land and a water area. The boundary line to the left is the land, the left is water, and the center line of the submerged tunnel to be constructed is X.
Indicated by -X.
【0008】2は沈埋トンネルの斜路部の構築予定地に
隣接する空き地に設けられる沈埋函製作用のドライドッ
クであり、このドライドック2は、地盤を比較的浅く掘
削するとともに、その掘削土で周囲に堤防3を築造して
形成される(図2参照)。Reference numeral 2 denotes a dry dock for making a submerged box, which is provided in an empty space adjacent to a planned site for constructing a sloped part of a submerged tunnel. The dry dock 2 excavates the ground relatively shallowly and excavates the excavated soil. It is formed by building a bank 3 around it (see Fig. 2).
【0009】4はドライドック1の隣接地に盛土して形
成される用地であり、ここには沈埋函製作用部材工場
(図示しない)が作られるが、その盛土には前記掘削土
の余部が利用される。Reference numeral 4 is a site formed by embankment adjacent to the dry dock 1, in which a submerged box manufacturing member factory (not shown) is constructed, and the surplus of the excavated soil is included in the embankment. Used.
【0010】なお、前述の沈埋函製作用部材工場では、
例えば、沈埋函の製作にPCa部材(プレキャストコン
クリート部材)を用いる場合に、これを製造する。In the above-mentioned submerged box manufacturing member factory,
For example, when a PCa member (precast concrete member) is used to manufacture a submerged box, this is manufactured.
【0011】5は沈埋トンネルの斜路部構築用の山留め
壁6,6を利用して形成される水位調整用のロック(閘
門)であり、そのドライドック2内に開口する入口と水
域に開口する出口には、それぞれゲート7,8が設けら
れる。Numeral 5 is a lock (lock) for adjusting the water level, which is formed by using mountain retaining walls 6 and 6 for constructing the slope portion of the submerged tunnel, which is opened to the entrance and the water area which are opened in the dry dock 2. Gates 7 and 8 are provided at the exits, respectively.
【0012】9はドライドック2で製作される沈埋函を
示しており、これを水域に移動させるときは、ロック5
の入口のゲート7を開き、出口のゲート8を閉じた状態
で、ドライドック2内に注水し、浮き上がった沈埋函9
を矢印C方向に移動させてロック5内に入れ、それか
ら、ゲート7を閉じるとともにゲート8を開き、ロック
5内の水位を下げて水域の水位と同じにしてから、沈埋
函9を水域に引き出せばよい(図3参照)。Reference numeral 9 denotes a submerged box manufactured by the dry dock 2, and when the submerged box is moved to the water area, the lock 5 is used.
With the gate 7 at the entrance of the tank open and the gate 8 at the exit closed, water was poured into the dry dock 2 and the submerged box 9 floated.
Move in the direction of arrow C into the lock 5, then close the gate 7 and open the gate 8 to lower the water level in the lock 5 to the same level as the water level, and then pull out the submerged box 9 to the water level. You can do it (see Figure 3).
【0013】[0013]
【発明の効果】本発明の沈埋函製作・移動設備は、以上
のようなものであって、沈埋函製作用のドライドックを
沈埋トンネルの施工現場近くに設けるので、沈埋函の曳
航距離が短くて済み、ドライドックは地盤を浅く掘削し
てその掘削土で周囲に築提して形成されるので、掘削土
の処理に手間が掛からず、工事終了後のドライドックの
埋め戻しも容易であり、工事全体の能率向上に寄与する
こと大である。The submerged box manufacturing / moving equipment of the present invention is as described above, and since the dry dock for submerged box manufacturing is provided near the construction site of the submerged tunnel, the towing distance of the submerged box is short. Since the dry dock is formed by excavating the ground shallowly and laying it around with the excavated soil, it does not take time to process the excavated soil, and it is easy to backfill the dry dock after the construction is completed. , It will greatly contribute to the improvement of the efficiency of the whole construction.
【0014】そして、ドライドックの底のレベルが高い
ため、水位調整用のロックを必要とするが、本発明の沈
埋函製作・移動設備におけるロックは、沈埋トンネルの
斜路部構築用の山留め壁を利用して形成されるものなの
で、その形成が簡単かつ容易であり、これを設けてもコ
スト面での影響は少ない。Since the level of the bottom of the dry dock is high, a lock for adjusting the water level is required. However, the lock in the submerged box manufacturing / moving equipment of the present invention uses a mountain retaining wall for constructing the slope portion of the submerged tunnel. Since it is formed by utilizing it, its formation is simple and easy, and even if it is provided, there is little influence on the cost.
【0015】なお、ドライドックの掘削土の余部で盛り
土して用地を形成し、この用地に沈埋函製作用部材工場
を作る場合は、掘削土を現地で完全に有効利用できるの
みならず、沈埋函の製作を能率よく行うことができるの
で、真に都合がよい。In addition, when a site is formed by embedding in the surplus of excavated soil in the dry dock and a submerged box manufacturing member factory is constructed on this site, not only can the excavated soil be used effectively locally, but It is really convenient because the box can be manufactured efficiently.
【図1】本発明の一実施例を説明するための全体的平面
図である。FIG. 1 is an overall plan view for explaining an embodiment of the present invention.
【図2】図1のA−A線拡大断面図である。FIG. 2 is an enlarged sectional view taken along line AA of FIG.
【図3】図1のB−B線拡大断面図である。FIG. 3 is an enlarged sectional view taken along line BB of FIG. 1;
1:境界線、2:ドライドック、3:堤防、4:用地、
5:ロック、6:山留め壁、7:ゲート、8:ゲート、
9:沈埋函。1: boundary line, 2: dry dock, 3: embankment, 4: site,
5: Lock, 6: Mountain retaining wall, 7: Gate, 8: Gate,
9: Submerged box.
Claims (2)
接する空き地に、浅く掘削し、かつ、その掘削土で周囲
に築提して形成した沈埋函製作用のドライドックと、斜
路部施工用の山留め壁を利用して形成した水位調整用の
ロックとを組み合わせたことを特徴とする沈埋函製作・
移動用設備。1. A dry dock for manufacturing a submerged box, which is formed by shallowly excavating in an empty space adjacent to a planned construction site of a sloped portion of a submerged tunnel, and erected around the excavated soil, and construction of a sloped portion. Submerged box production characterized by combining with a lock for adjusting the water level formed using a mountain retaining wall
Equipment for transportation.
形成した用地に作られた沈埋函製作用部材工場を併有す
る請求項1記載の沈埋函製作・移動用設備。2. The facility for producing and moving a submerged box according to claim 1, further comprising a submerged box production member factory which is formed on a site formed by embankment in an extra portion of excavated soil of a dry dock.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP8142072A JPH09296465A (en) | 1996-04-30 | 1996-04-30 | Production and transfer equipment for immersed caisson |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP8142072A JPH09296465A (en) | 1996-04-30 | 1996-04-30 | Production and transfer equipment for immersed caisson |
Publications (1)
Publication Number | Publication Date |
---|---|
JPH09296465A true JPH09296465A (en) | 1997-11-18 |
Family
ID=15306787
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP8142072A Pending JPH09296465A (en) | 1996-04-30 | 1996-04-30 | Production and transfer equipment for immersed caisson |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH09296465A (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2016148176A (en) * | 2015-02-12 | 2016-08-18 | 鹿島建設株式会社 | Undersea tunnel construction method and land tunnel construction method |
-
1996
- 1996-04-30 JP JP8142072A patent/JPH09296465A/en active Pending
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2016148176A (en) * | 2015-02-12 | 2016-08-18 | 鹿島建設株式会社 | Undersea tunnel construction method and land tunnel construction method |
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