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JP3564502B2 - New buried box height adjustment method and apparatus for existing buried boxes - Google Patents
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JP3564502B2 - New buried box height adjustment method and apparatus for existing buried boxes - Google Patents

New buried box height adjustment method and apparatus for existing buried boxes Download PDF

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Publication number
JP3564502B2
JP3564502B2 JP29406399A JP29406399A JP3564502B2 JP 3564502 B2 JP3564502 B2 JP 3564502B2 JP 29406399 A JP29406399 A JP 29406399A JP 29406399 A JP29406399 A JP 29406399A JP 3564502 B2 JP3564502 B2 JP 3564502B2
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Japan
Prior art keywords
box
buried box
existing
new
buried
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JP29406399A
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JP2001115470A (en
Inventor
綱義 甲佐
誠 下石
高太郎 武藤
享 松澤
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Penta Ocean Construction Co Ltd
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Penta Ocean Construction Co Ltd
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Description

【0001】
【発明の属する技術分野】
本発明は、沈埋函トンネルの構築に際し、既設沈埋函に対して接合する新設沈埋函の高さを調整するための既設沈埋函に対する新設沈埋函高さ調整方法及びその装置に関する。
【0002】
【従来の技術】
従来、沈埋函トンネルの構築における最終部分の沈埋函接合方法として、図6に示すように、最終的に沈設される新設沈埋函1の両接合端面1a,1bを斜め下向きに傾斜させるとともに、その両端側に先に沈設してある既設沈埋函2,2の接合端面2a,2bを、前記新設沈埋函1の接合端面の傾斜と同角度に傾斜させておき、両既設沈埋函接合端面2a,2b間のV型の最終接続部内に、両端面がV型の新設沈埋函1を沈降させ、沈設高さを調節した後、接合面間を、図7に示すようにモルタル3の注入によって膨張する止水ゴム4を介して接合させ、然る後、接合部のバルクヘッド5,5間を大気に開放することによって、水圧によってV型の新設沈埋函1をV型の最終接続部内に引き入れさせて一次止水するようにした工法が開発されている(特開平11−152763号公報)。
【0003】
この工法では、図6に示すように新設沈埋函1の高さ調節のために、水底に仮支承台6を構築し、新設沈埋函1内に高さ調節用の支承ジャッキ7を設置し,支承ジャッキロッド8を仮支承台6上に支持させ、支承ジャッキ7の操作によって新設沈埋函1の高さ調節を行っている。
【0004】
【発明が解決しようとする課題】
上述のような従来の工法では、少くとも4基の仮支承台を、水深が数十メートルの水底に構築する必要があり、その施工は潜水作業によらなければならず,そのための制限や、航路閉鎖に関する制限など、各種の制限が伴い、多くの費用と長時間を要するという問題があった。
【0005】
本発明は、このような従来の状況に鑑み、潜水夫による作業を要することなく又は少い作業で、新設沈埋函沈設高さ調節のための工事が、低コストで短時間に行える既設沈埋函に対する新設沈埋函高さ調整方法及びその装置の提供を目的としてなされたものである。
【0006】
【課題を解決するための手段】
上述の如き従来の問題を解決し、所期の目的を達成するための本発明に係る既設沈埋函に対する新設沈埋函高さ調整方法の特徴は、先に設置されている既設沈埋函に対してこれを延長する配置に新設沈埋函を接合するに際し、前記既設沈埋函の接合端部に対する新設沈埋函の高さを調整する既設沈埋函に対する新設沈埋函高さ調整方法において、前記既設沈埋函の両側面に下側ジャッキ支持台を突設しておくとともに、前記新設沈埋函の両側面に、該新設沈埋函接合の際に前記下側ジャッキ支持台の上方に対向する配置に上側ジャッキ支持台を突設しておき、前記新設沈埋函を沈降させ、前記下側のジャッキ支持台上に高さ調整用の支承ジャッキを介して上側のジャッキ支持台を支承させ、然る後,前記ジャッキにより新設沈埋函の高さを調整することにある。
【0007】
また、本発明に係る既設沈埋函に対する新設沈埋函高さ調整装置の特徴は、先に設置されている既設沈埋函に対してこれを延長する配置に新設沈埋函を接合するに際し、前記既設沈埋函の接合端部に対する新設沈埋函の高さを調整する既設沈埋函に対する新設沈埋函高さ調整装置であって、前記既設沈埋函の両側面に備えた下側ジャッキ支持台と、前記新設沈埋函の両側面に、前記既設沈埋函の下側ジャック支持台の上側に対向させた位置に備えた上側ジャッキ支持台と、前記上下側の両ジャッキ支持台間に介在させる新設沈埋函高さ調整用ジャッキとをもって構成されることにある。
【0008】
なお、上記方法及び装置において、新設沈埋函が、その両端部が既設沈埋函に接合される沈埋函トンネル最終接続用の沈埋函であり、該新設沈埋函の両端部両側面に上側のジャッキ支持台をそれぞれ設け、該新設沈埋函両側の既設沈埋函の各接合端部両側に各下側ジャッキ支持台を備えてもよく、また、既設沈埋函の接合端面が、斜め上向きに傾斜せ、新設沈埋函の接合端面が前記傾斜と略同角度に傾斜させてもよい。
【0009】
【発明の実施の形態】
次に本発明の実施形態の一例を図1〜図3について説明する。
【0010】
図1は本発明を実施した沈埋函トンネルの最終連結部の一例を示しており、図中10は沈埋函トンネルの最終接続部を構成する新設沈埋函(最終接続沈埋函)である。新設沈埋函10は、両端の接合端面をV字型配置、即ち両接合端面10a,10bを斜め下向きに傾斜させたテーパー状に成形されている。また、図中11,11はそ新設沈埋函10の両端側に先に沈設された既設沈埋函であり、各既設沈埋函11,11の互いに向かい合う接合端面11a,11bは、それぞれが接合される前記新設沈埋函10の両接合端面10a,10bと略同傾斜に形成され、両接合端面11a,11b間に、両端がV字型配置のテーパー状をした最終接合部が形成されている。
【0011】
各既設沈埋函11,11の最終接合部側の両接合端部両側面には、それぞれ下側ジャッキ支持台12が突設されており、これらに対応する新設沈埋函10両接合端部の両側面には、前記既設沈埋函の各下側ジャッキ支持台12,12……の上方に対向する配置に、それぞれ上側ジャッキ支持台13,13……が突設されている。
【0012】
このようにして各対を成す上下側のジャッキ支持台12,13間に新設沈埋函高さ調整用の支承ジャッキ14がそれぞれ介在されており、この各ジャッキ14,14……を操作して新設沈埋函10の、既設沈埋函11,11間における高さを調整できるようにしている。
【0013】
次に、このように構成される装置を使用した新設沈埋函高さ調整方法について説明する。新設、既設の各沈埋函10,11の各ジャッキ支持台12,13は沈埋函の製造時に予め所定位置に設置しておき、各既設沈埋函11,11を所定の位置に沈設した後、図3に示すように新設沈埋函10を既設沈埋函11,11の端部間の最終接合部に、吊り降ろし装置を使用して沈降させる。この沈降に先立ち、新設沈埋函の各上側ジャッキ支持台13下に支承ジャッキ14を下向きに固定しておく。尚、支承ジャッキを下側支持台12に固定しておいてもよい。
【0014】
このようにして新設沈埋函を所定の位置に沈降させ、各支承ジャッキ14の下端を両既設沈埋函の各下側ジャッキ支持台12上に当接させる。然る後、各支承ジャッキ14を適宜操作して新設沈埋函10を所定の高さに調整する。
【0015】
尚、上述の例では,沈埋函トンネルの最終接合部におけるトンネル連通用の新設沈埋函沈設について説明したが、この他、順次延長させる沈埋函トンネルの始端部や途中部分の新設沈埋函の高さ調整にも使用することができ、この場合は、図4に示すように、先端側下部には仮支承台6を構築する必要がある(図1〜図3に示す例と同じ部分には同じ符号を付して説明を省略する。以下同じ)。
【0016】
また、上述の例では、接合端面が上下に傾斜している場合について説明したが、これに限らず、図5に示すように接合端面が沈埋函長手方向に対して直交した形状ものにも使用できる。
【0017】
【発明の効果】
上述のように、本発明に係る既設沈埋函に対する新設沈埋函高さ調整方法及びその装置は、既設沈埋函の両側面に下側ジャッキ支持台を突設しておくとともに、新設沈埋函の両側面に、該新設沈埋函接合の際に前記下側ジャッキ支持台の上方に対向する配置に上側ジャッキ支持台を突設しておき、前記新設沈埋函を沈降させ、前記下側のジャッキ支持上に高さ調整用の支承ジャッキを介して上側のジャッキ支持台を支承させ、前記ジャッキにより新設沈埋函の高さを調整するようにしたことにより、従来使用していた水底面の仮支承台の構築をなくし、また、ジャッキ支持台を沈埋函製造時に所定の個所に設置することができるため、沈設現場での作業が少なくなり、低コストでより安全に、短時間で沈設作業を完了させることができる。
【0018】
また、新設沈埋函が、その両端部が既設沈埋函に接合される沈埋函トンネル最終接続用の沈埋函であり、該新設沈埋函の両端部両側面に上側のジャッキ支持台をそれぞれ設け、該新設沈埋函両側の既設沈埋函の各接合端部両側に各下側ジャッキ支持台を備えることにより、沈埋函トンネルの最終連結部部の沈埋函接合作業に、同様に好適に利用できる。
【0019】
更に、既設沈埋函の接合端面が、斜め上向きに傾斜させるとともに、新設沈埋函の接合端面が前記傾斜と略同角度に傾斜させることにより、従来のV字型配置の接合端面を有する最終接続沈埋函接合工法に、同様に好適に利用できる。
【図面の簡単な説明】
【図1】本発明を実施する沈埋函接合部の概略を示す側面図である。
【図2】図1中のA−A線断面図である。
【図3】本発明方法の施工状態を示す側面図である。
【図4】本発明の他の例を示す側面図断面図である。
【図5】本発明の更に他の例を示す側面図である。
【図6】従来方法を示す側面図断面図である。
【図7】同上の部分断面図である。
【符号の説明】
1 新設沈埋函
1a 接合端面
1b 接合端面
2 既設沈埋函
2a 接合端面
2b 接合端面
3 モルタル
4 止水ゴム
5 バルクヘッド
6 仮支承台
7 支承ジャッキ
8 支承ジャッキロッド
10 新設沈埋函
10a,10b 接合端面
11 既設沈埋函
11a,11b 接合端面
12 下側ジャッキ支持台
13 上側ジャッキ支持台
14 支承ジャッキ
[0001]
TECHNICAL FIELD OF THE INVENTION
The present invention relates to a method and an apparatus for adjusting the height of a new buried box for an existing buried box for adjusting the height of a new buried box to be joined to the existing buried box when constructing a buried box tunnel.
[0002]
[Prior art]
Conventionally, as a method of submerging a final part in the construction of a submerged box tunnel, as shown in FIG. 6, both joint end surfaces 1a and 1b of a newly submerged submerged box 1 are inclined obliquely downward. The joining end faces 2a, 2b of the existing immersion boxes 2, 2 previously sunk at both end sides are inclined at the same angle as the inclination of the joining end face of the new immersion box 1, and the two existing immersion box joining end faces 2a, 2b are inclined. In the final connection part of the V-shape between 2b and 2h, both ends are settled and a new embedding vessel 1 of the V-shape is settled. The V-shaped new submerged box 1 is drawn into the V-shaped final joint by water pressure by releasing the joint between the bulkheads 5 and 5 to the atmosphere. A method was developed to make the primary water stop And that (JP-A-11-152763).
[0003]
In this construction method, as shown in FIG. 6, a temporary bearing stand 6 is constructed at the bottom of the water to adjust the height of the newly buried box 1, and a support jack 7 for height adjustment is installed in the newly buried box 1. The support jack rod 8 is supported on the temporary support base 6, and the height of the newly buried box 1 is adjusted by operating the support jack 7.
[0004]
[Problems to be solved by the invention]
In the conventional method as described above, it is necessary to construct at least four temporary bearing bases on a water floor having a depth of several tens of meters, and the construction must be based on diving work. There are various restrictions, such as restrictions on closing routes, and there is a problem that it takes a lot of cost and a long time.
[0005]
In view of such a conventional situation, the present invention requires no work by a diver or requires a small amount of work. The purpose of the present invention is to provide a new method for adjusting the height of a submerged box and a device therefor.
[0006]
[Means for Solving the Problems]
In order to solve the conventional problems as described above and to achieve the intended purpose, the feature of the method for adjusting the height of a new submerged box according to the present invention is as follows. In joining the new buried box to an arrangement extending this, in the new buried box height adjustment method for the existing buried box to adjust the height of the new buried box with respect to the joint end of the existing buried box, Lower jack supports are projected on both sides, and the upper jack supports are arranged on both sides of the newly buried box so as to face above the lower jack supports at the time of joining the newly buried box. , The new buried box is settled, and the upper jack support is supported on the lower jack support via a height adjusting support jack. Adjust the height of the newly buried box It is to.
[0007]
In addition, the feature of the new buried box height adjusting device for the existing buried box according to the present invention is that, when the newly buried box is joined to the previously installed buried box in an arrangement extending the same, What is claimed is: 1. An apparatus for adjusting the height of a new buried box with respect to the joint end of the box, comprising: a lower jack support provided on both sides of the existing buried box; On both sides of the box, an upper jack support provided at a position facing the upper side of the lower jack support of the existing buried box, and a new buried box height adjustment interposed between the upper and lower jack supports. And a jack for use.
[0008]
In the method and apparatus described above, the new buried box is a buried box for the final connection of a buried tunnel whose both ends are joined to the existing buried box, and upper jack supports are provided on both sides of both ends of the newly buried box. A table may be provided, and each lower jack support stand may be provided on both sides of each joint end of the existing buried box on both sides of the newly buried box.Also, the joint end face of the existing buried box is inclined obliquely upward, The joint end face of the immersion box may be inclined at substantially the same angle as the inclination.
[0009]
BEST MODE FOR CARRYING OUT THE INVENTION
Next, an example of an embodiment of the present invention will be described with reference to FIGS.
[0010]
FIG. 1 shows an example of a final connection part of a submerged box tunnel embodying the present invention. In the figure, reference numeral 10 denotes a newly installed submerged box (final connection submerged box) constituting a final connection part of the submerged box tunnel. The newly installed sinking box 10 is formed in a V-shaped arrangement of the joining end faces at both ends, that is, a tapered shape in which both joining end faces 10a and 10b are inclined obliquely downward. In the figure, reference numerals 11 and 11 denote existing submerged boxes previously set at both ends of the newly installed submerged box 10, respectively, and joint end faces 11a and 11b of the existing submerged boxes 11 and 11 which are opposed to each other are respectively connected. A tapered final joint having both ends formed in a V-shape is formed between the two joint end surfaces 11a and 11b so as to have substantially the same inclination as the two joint end surfaces 10a and 10b of the newly installed immersion box 10.
[0011]
A lower jack support 12 is protruded from both sides of both joint ends on the final joint side of each of the existing immersion boxes 11, 11. On the surface, upper jack supports 13, 13,... Are respectively protruded from the existing buried box so as to face above the lower jack supports 12, 12,.
[0012]
In this manner, the newly installed bearing jacks 14 for adjusting the height of the buried box are interposed between the upper and lower jack supports 12 and 13 forming each pair, and the respective jacks 14, 14. The height of the immersion box 10 between the existing immersion boxes 11, 11 can be adjusted.
[0013]
Next, a method for adjusting the height of the newly installed sunk box using the apparatus having the above-described configuration will be described. The jack supports 12 and 13 of the new and existing buried boxes 10 and 11 are previously set at predetermined positions at the time of manufacturing the buried boxes, and the existing buried boxes 11 and 11 are sunk at the predetermined positions. As shown in FIG. 3, the newly installed sinking box 10 is settled at the final joint between the ends of the existing sinking boxes 11, 11 by using a suspension device. Prior to the subsidence, the bearing jacks 14 are fixed downwardly below the upper jack support bases 13 of the newly installed submerged box. Note that the bearing jack may be fixed to the lower support base 12.
[0014]
In this manner, the newly buried box is settled at a predetermined position, and the lower ends of the bearing jacks 14 are brought into contact with the lower jack supports 12 of both the existing buried boxes. After that, the respective bearing jacks 14 are appropriately operated to adjust the newly installed sinking box 10 to a predetermined height.
[0015]
In the above example, a new submerged box for tunnel communication at the final junction of the submerged box tunnel was described. In addition, the height of the newly installed submerged box at the beginning and midway of the submerged box tunnel, which is gradually extended, is explained. It can also be used for adjustment. In this case, as shown in FIG. 4, it is necessary to construct a temporary support base 6 at the lower part on the tip side (the same parts as those shown in FIGS. The description is omitted by attaching the reference numerals. The same applies hereinafter.
[0016]
Further, in the above-described example, the case where the joint end face is vertically inclined has been described. However, the present invention is not limited to this, and the joint end face may be used in a shape perpendicular to the longitudinal direction of the immersion box as shown in FIG. it can.
[0017]
【The invention's effect】
As described above, the method and the apparatus for adjusting the height of a new buried box for an existing buried box according to the present invention are provided by projecting lower jack supports on both sides of the existing buried box, On the surface, an upper jack support is protruded in a position facing above the lower jack support at the time of joining the newly installed buried box, and the newly buried box is settled, and the lower jack support is settled. The upper jack support base is supported via a height adjustment support jack, and the height of the newly installed submerged box is adjusted by the jack. Eliminating the construction and installing the jack support at the specified location during the production of the buried box reduces the work on the laying site, making it possible to complete the laying work safely, at low cost and in a short time. Can be.
[0018]
In addition, the new buried box is a buried box for the final connection of the buried tunnel where both ends are joined to the existing buried box, and upper jack supports are provided on both side surfaces of both ends of the newly buried box, respectively. By providing each lower jack support on both sides of each joint end of the existing buried box on both sides of the newly buried box, it can be similarly suitably used for the buried box joining work of the final connection part of the buried box tunnel.
[0019]
Further, the joint end face of the existing buried box is inclined obliquely upward, and the joint end face of the new buried box is inclined at substantially the same angle as the above-mentioned inclination, so that the final connection burying having the joint end face of the conventional V-shaped arrangement It can be similarly suitably used for the box joining method.
[Brief description of the drawings]
FIG. 1 is a side view showing the outline of a submerged box joint for carrying out the present invention.
FIG. 2 is a sectional view taken along line AA in FIG.
FIG. 3 is a side view showing a construction state of the method of the present invention.
FIG. 4 is a side sectional view showing another example of the present invention.
FIG. 5 is a side view showing still another example of the present invention.
FIG. 6 is a side view sectional view showing a conventional method.
FIG. 7 is a partial sectional view of the same.
[Explanation of symbols]
DESCRIPTION OF SYMBOLS 1 New immersion box 1a Joined end face 1b Joined end face 2 Existing immersed box 2a Joined end face 2b Joined end face 3 Mortar 4 Waterproof rubber 5 Bulkhead 6 Temporary pedestal 7 Bearing jack 8 Bearing jack rod 10 New immersed boxes 10a, 10b Joined end face 11 Existing buried boxes 11a, 11b Joining end face 12 Lower jack support 13 Upper jack support 14 Bearing jack

Claims (6)

先に設置されている既設沈埋函に対してこれを延長する配置に新設沈埋函を接合するに際し、前記既設沈埋函の接合端部に対する新設沈埋函の高さを調整する既設沈埋函に対する新設沈埋函高さ調整方法において、
前記既設沈埋函の両側面に下側ジャッキ支持台を突設しておくとともに、前記新設沈埋函の両側面に、該新設沈埋函接合の際に前記下側ジャッキ支持台の上方に対向する配置に上側ジャッキ支持台を突設しておき、前記新設沈埋函を沈降させ、前記下側のジャッキ支持台上に高さ調整用の支承ジャッキを介して上側のジャッキ支持台を支承させ、然る後,前記ジャッキにより新設沈埋函の高さを調整することを特徴としてなる既設沈埋函に対する新設沈埋函高さ調整方法。
At the time of joining the new buried box to the existing buried box installed earlier, adjusting the height of the new buried box with respect to the joint end of the existing buried box. In the box height adjustment method,
A lower jack support is protruded on both sides of the existing buried box, and is disposed on both sides of the new buried box so as to face above the lower jack support at the time of joining the newly buried box. An upper jack support stand is protruded from the lower jack support, and the new buried box is settled, and the upper jack support base is supported on the lower jack support via a height adjusting support jack. A method for adjusting the height of a new buried box with respect to an existing buried box, wherein the jack is used to adjust the height of the newly buried box.
新設沈埋函が、その両端部が既設沈埋函に接合される沈埋函トンネル最終接続用の沈埋函であり、該新設沈埋函の両端部両側面に上側のジャッキ支持台をそれぞれ設け、該新設沈埋函両側の既設沈埋函の各接合端部両側に各下側ジャッキ支持台を備えてなる請求項1に記載の既設沈埋函に対する新設沈埋函高さ調整方法。The new buried box is the buried box for the final connection of the buried tunnel whose both ends are joined to the existing buried box, and the upper jack supports are provided on both sides of both ends of the newly buried box, respectively. 2. The method for adjusting the height of a new buried box for an existing buried box according to claim 1, comprising lower jack supports on both sides of each joint end of the existing buried box on both sides of the box. 既設沈埋函の接合端面が、斜め上向きに傾斜されているとともに、新設沈埋函の接合端面が前記傾斜と略同角度に傾斜されている請求項1若しくは2に記載の既設沈埋函に対する新設沈埋函高さ調整方法。3. The new buried box according to claim 1 or 2, wherein the joining end face of the existing buried box is inclined obliquely upward and the joining end face of the new buried box is inclined at substantially the same angle as the inclination. Height adjustment method. 先に設置されている既設沈埋函に対してこれを延長する配置に新設沈埋函を接合するに際し、前記既設沈埋函の接合端部に対する新設沈埋函の高さを調整する既設沈埋函に対する新設沈埋函高さ調整装置であって、前記既設沈埋函の両側面に備えた下側ジャッキ支持台と、前記新設沈埋函の両側面に、前記既設沈埋函の下側ジャック支持台の上側に対向させた位置に備えた上側ジャッキ支持台と、前記上下側の両ジャッキ支持台間に介在させる新設沈埋函高さ調整用の支承ジャッキとをもって構成されることを特徴としてなる既設沈埋函に対する新設沈埋函高さ調整装置。At the time of joining the new buried box to the existing buried box which is installed earlier and extending it, adjust the height of the new buried box with respect to the joint end of the existing buried box. A box height adjusting device, comprising: a lower jack support provided on both sides of the existing immersion box; and a lower jack support provided on both sides of the new immersion box, above the lower jack support of the existing immersion box. A new immersion box for the existing immersion box, comprising: an upper jack support provided at a different position; and a new buried box interposed between the upper and lower jack supports. Height adjustment device. 新設沈埋函が、その両端部が既設沈埋函に接合される沈埋函トンネル最終接続用の沈埋函であり、該新設沈埋函の両端部両側面に上側のジャッキ支持台をそれぞれ設け、該新設沈埋函両側の既設沈埋函の各接合端部両側に各下側ジャッキ支持台を備えてなる請求項4に記載の既設沈埋函に対する新設沈埋函高さ調整装置。The new buried box is the buried box for the final connection of the buried tunnel whose both ends are joined to the existing buried box, and the upper jack supports are provided on both sides of both ends of the newly buried box, respectively. 5. A new buried box height adjusting device for an existing buried box according to claim 4, comprising lower jack supports on both sides of each joint end of the existing buried box on both sides of the box. 既設沈埋函の接合端面が、斜め上向きに傾斜されているとともに、新設沈埋函の接合端面が前記傾斜と略同角度に傾斜されている請求項4若しくは5に記載の既設沈埋函に対する新設沈埋函高さ調整装置。The new immersion box with respect to the existing immersion box according to claim 4 or 5, wherein the joining end face of the existing burying box is inclined obliquely upward and the joining end face of the new immersion box is inclined at substantially the same angle as the inclination. Height adjustment device.
JP29406399A 1999-10-15 1999-10-15 New buried box height adjustment method and apparatus for existing buried boxes Expired - Fee Related JP3564502B2 (en)

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