JP4067192B2 - How to prevent rocks such as sloping levee or rubble mound - Google Patents

How to prevent rocks such as sloping levee or rubble mound Download PDF

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Publication number
JP4067192B2
JP4067192B2 JP24121598A JP24121598A JP4067192B2 JP 4067192 B2 JP4067192 B2 JP 4067192B2 JP 24121598 A JP24121598 A JP 24121598A JP 24121598 A JP24121598 A JP 24121598A JP 4067192 B2 JP4067192 B2 JP 4067192B2
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JP
Japan
Prior art keywords
rubble mound
block
levee
stone
core layer
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
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JP24121598A
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Japanese (ja)
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JP2000064246A (en
Inventor
寿男 澤村
勝明 林
文男 橋本
真人 堀沢
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Toa Corp
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Toa Corp
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Description

【0001】
【発明の属する技術分野】
本発明は、石のコア層の表面を大径の石または異形ブロックからなる被覆ブロックで被覆した傾斜堤または捨石マウンドにおいて、コア層や捨石マウンドの石が被覆ブロックの間から抜け出るのを防止する傾斜堤または捨石マウンド等の石の抜け出し防止方法に関する。
【0002】
【従来技術】
従来、石を台形状に積んだ傾斜堤や捨石マウンドにおいては比較的小径の石をコア層として形成した後、その上に波浪に対して安定な大径の石あるいは異形ブロックで被覆することによって、コア層の石が波浪によって抜け出さないようにすることが一般的に行なわれている。
また、ケーソンの基礎としての捨石マウンドでは、捨石マウンドの表面を矩形状のブロックで被覆することが多いが、異形ブロックを用いる場合もある。
【0003】
しかしながら、厳しい波浪条件下では、被覆する異形ブロックが大きくなるため、コア層や捨石マウンドの石がブロックの間から抜け出さないように、コア層や捨石マウンドの石と被覆ブロックとの間に、被覆ブロックの10分の1程度の重量を有する石またはブロックによるフィルター層を設けることが多い。
【0004】
例えば米国の陸軍の工兵隊のマニュアルでは、傾斜堤の標準的な断面形状としては、図7に示すように砕波条件下において小さな石からなるコア層12と、被覆ブロック3の10分の1程度の重量の石またはブロックによるフィルター層2と、被覆ブロック3とによる三層型の複合傾斜堤を形成することが推奨されている。
なお、図7においてH.W.Lは満潮水位を、L.W.Lは干潮水位を示し、またWは天端幅を示している。
【0005】
ところで、本邦においては、大寸法の石の調達が困難なため、上記のフィルター層2としては石でなく、異形ブロックを用いることが多い。
しかしながら、上記のごとき従来の石を台形状に積んだ傾斜堤においては、石の投入、表面の均し、フィルターブロック据付、被覆ブロック据付という4段階もの工程となり、その施工に長時間を要する。
特に、ブロックの据付作業には多大な時間を要し、フィルターブロックは、上層の被覆ブロックの据付精度に影響するため、できるだけ整然と据え付ける必要がある。
【0006】
また、上記の各施工途上で高波浪による被災が生じやすく、しかも高価なブロックを使うため、その施工コストが嵩むという問題がある。なお、これらの問題点は捨石マウンドにも共通している。
上記フィルター層2の目的は、石のコア層12からの抜け出し防止であるので、フィルター層2として従来使用していた異形ブロックを、より経済的で充分にその機能を発揮できうる材料に置き替えできないかということに着目し、種々考察及び実験を重ねた結果本発明に到達した。
【0007】
【発明が解決しようとする課題】
本発明は、傾斜堤のコア層の石または捨石マウンドの石の抜け出しを防止するため、従来フィルター層として使用されていた異形ブロックの代わりに網目状に形成したチェーン、または傾斜堤のコア層または捨石マウンドの表面に良く追従する天然または合成繊維製の網目状に形成したロープまたは帯を用いることにより敷設作業時間を短縮し、工費を削減できる傾斜堤または捨石マウンドの石の抜け出し防止方法を提供する。
【0008】
【課題を解決するための手段】
本発明は、石からなる傾斜堤のコア層または捨石マウンドの表面に、石を通さない網目状に形成したチェーンのロール、または傾斜堤のコア層または捨石マウンドの表面に追従する天然繊維あるいは合成繊維製等の網目状に形成したロープまたは帯のロールを巻き出して敷設した後、その上に被覆ブロックを据え付ける傾斜堤または捨石マウンドの石の抜け出し防止方法からなる。
【0009】
【発明の実施の形態】
以下図面を参照して本発明の傾斜堤または捨石マウンドの石の防止方法の一実施形態につき説明するが、この実施形態は、ケーソン4の基礎として石からなる捨石マウンド1を形成した後、ケーソン4を設置の後における捨石マウンド1の石の抜け出し防止工の手順を説明したものである。
【0010】
まず、図1においては捨石マウンド1の表面に、例えば図6の要部拡大平面図に示すような、網目状のチェーン7のロールを設置台船8上に載せ、そのチェーン7の端部9をケーソン4の下端部にダイバーにより固定する。
上記図1の要部を拡大した斜視図を図5に示しており、設置台船8は係留索10によりケーソン4及び図示されていないアンカー等によりウインチ11を介して係留されている。
【0011】
次に、図2のごとく設置台船8を矢印F方向に移動させ、チェーン7のロールを巻き出しながら、図3から図4の状態まで移動して捨石マウンド1の表面に敷設し、図4において、網目状のチェーン7を所定長さでダイバーにより切断し、その切断端部をシンカー12に固定する。
【0012】
上記図1から図4までの工程をその幅方向に繰り返すことにより捨石マウンドの全面にチェーン7の敷設施工が完了したら、その上に大径の石等の被覆ブロックを据え付けて全ての施工を完了する。
上記の網目状のチェーン7の網目の大きさは、捨石マウンド1の石の最小粒径の80%程度とするものとするが、上記の実施形態のチェーン7の代わりに捨石マウンド1の表面に追従する天然繊維あるいは合成繊維製のロープまたは帯等を用いてもよい。
【0013】
なお、上記のチェーン7や、天然繊維等は経年変化するので、長期間使用する永久構造物用等には合成繊維製のロープまたは帯を使用することが好ましい。
【発明の効果】
以上に説明した本発明の傾斜堤または捨石マウンドの石の抜け出し防止方法によれば、従来使用されていた異形ブロックの代わりに網目状に形成したチェーンまたは天然または合成繊維製等のロープまたは帯を用いることにより、その敷設作業を短時間で完了するので、施工途上の災害を防止することができ、作業の安全性が向上する。
【0014】
また、従来使用していたフィルター層に異形ブロックを用いる場合に比較して、工費及び工期を削減でき、経済的である。
【図面の簡単な説明】
【図1】本発明の傾斜堤または捨石マウンドの石の流出防止方法の一実施形態における施工の手順を説明するチェーンの端部をケーソンに固定した状態の側面図である。
【図2】図1に続く、チェーンの巻出し開始時の状態の側面図である。
【図3】図2に続く、チェーンを捨石マウンドのコア層上面に敷設中の状態の側面図である。
【図4】図3に続く、チェーンを捨石マウンドのコア層上面に敷設後の状態の側面図である。
【図5】図1の状態の要部拡大の斜視図である。
【図6】図1のチェーンの要部拡大の平面図である。
【図7】従来米軍工兵隊が使用している非砕波条件下の三層型の複合傾斜堤の形成図である。
【符号の説明】
1 捨石マウンド 7 チェーン
[0001]
BACKGROUND OF THE INVENTION
The present invention prevents the stone of a core layer or a rubble mound from coming out between the covering blocks in an inclined bank or a rubble mound whose surface of a stone core layer is covered with a covering block made of a large diameter stone or a deformed block. The present invention relates to a method for preventing a rock such as an inclined bank or a rubble mound from coming out.
[0002]
[Prior art]
Conventionally, in the sloped levee and rubble mound loaded with stones in a trapezoidal shape, a relatively small-diameter stone is formed as a core layer and then covered with a large-diameter stone or deformed block that is stable against waves. It is common practice to keep the stones in the core layer from slipping out by waves.
Moreover, in the rubble mound as the foundation of the caisson, the surface of the rubble mound is often covered with a rectangular block, but a deformed block may be used.
[0003]
However, under severe wave conditions, the deformed block to be covered becomes large, so that the core layer and rubble mound stones do not escape from between the blocks, and the covering is between the core layer and rubble mound stones and the covering block. Often, a filter layer of stone or block having a weight about one tenth of the block is provided.
[0004]
For example, in the manual of the US Army Corps of Engineers, the standard cross-sectional shape of an inclined bank is as follows: a core layer 12 made of small stones under wave breaking conditions and about one-tenth of the covering block 3 as shown in FIG. It is recommended to form a three-layer type composite sloped bank with a filter layer 2 made of stone or a block having a weight of 3 mm and a covering block 3.
In FIG. W. L is the high tide level. W. L indicates the low tide water level, and W indicates the top width.
[0005]
By the way, in Japan, it is difficult to procure large-sized stones, so that the filter layer 2 is often not a stone but a deformed block.
However, in the case of an inclined levee in which a conventional stone is stacked in a trapezoidal shape as described above, it takes a long time for the construction, which is a four-step process of putting stones, leveling the surface, installing a filter block and installing a covering block.
In particular, it takes a lot of time to install the block, and the filter block affects the installation accuracy of the upper covering block, so that it needs to be installed in an orderly manner.
[0006]
In addition, there is a problem that the construction cost increases because each block is likely to be damaged by high waves during the construction process, and an expensive block is used. These problems are common to the rubble mound.
The purpose of the filter layer 2 is to prevent the stone from coming out of the core layer 12, so that the deformed block that has been conventionally used as the filter layer 2 is replaced with a material that is more economical and capable of fully functioning. The present invention was reached as a result of various examinations and experiments, focusing on the possibility of this.
[0007]
[Problems to be solved by the invention]
In order to prevent the rock of the core layer of the slope bank or the stone of the rubble mound from coming out, the present invention provides a chain formed in the form of a mesh instead of the deformed block conventionally used as a filter layer, or the core layer of the slope bank or Providing a method to prevent the rock from the sloped levee or rubble mound from falling out by using a rope or band formed in a mesh shape made of natural or synthetic fiber that closely follows the surface of the rubble mound, reducing the construction work time and reducing the construction cost. To do.
[0008]
[Means for Solving the Problems]
The present invention relates to a roll of a chain formed in a mesh shape that does not allow stones to pass through the surface of a core layer or rubble mound made of stone , or a natural fiber or synthetic material that follows the surface of the core layer or rubble mound of the inclined levee It consists of a rope or belt roll formed in a mesh shape made of fiber or the like, and then laid out, and then a method of preventing rocks from falling off such as an inclined bank or a rubble mound on which a covering block is installed.
[0009]
DETAILED DESCRIPTION OF THE INVENTION
Hereinafter, an embodiment of a method for preventing a stone of an inclined bank or a rubble mound according to the present invention will be described with reference to the drawings. In this embodiment, after forming a rubble mound 1 made of stone as a basis of a caisson 4, a caisson is formed. 4 illustrates the procedure for preventing the stone from being removed from the rubble mound 1 after the installation of 4.
[0010]
First, in FIG. 1, on the surface of the rubble mound 1, for example, a roll of a mesh-like chain 7 as shown in the enlarged plan view of the main part of FIG. Is fixed to the lower end of the caisson 4 by a diver.
FIG. 5 shows an enlarged perspective view of the essential part of FIG. 1, and the installation trolley 8 is moored via a winch 11 by a mooring line 10 and a caisson 4 and an anchor (not shown).
[0011]
Next, as shown in FIG. 2, the installation carriage 8 is moved in the direction of arrow F, and the roll of the chain 7 is unwound to move from the state shown in FIGS. 3 to 4 to be laid on the surface of the rubble mound 1. FIG. Then, the mesh-like chain 7 is cut by a diver with a predetermined length, and the cut end portion is fixed to the sinker 12.
[0012]
When the installation of the chain 7 is completed on the entire surface of the rubble mound by repeating the steps from Fig. 1 to Fig. 4 in the width direction, all the installation is completed by installing a covering block such as a large stone on it. To do.
The mesh size of the mesh-like chain 7 is about 80% of the minimum particle size of the stone of the rubble mound 1, but the surface of the rubble mound 1 is used instead of the chain 7 of the above embodiment. A following rope or band made of natural fiber or synthetic fiber may be used.
[0013]
In addition, since said chain 7, natural fiber, etc. change with time, it is preferable to use the rope or strip | belt made from a synthetic fiber for the permanent structure etc. which are used for a long period of time.
【The invention's effect】
According to the above-described method of preventing the rock from the sloped bank or the rubble mound according to the present invention, a chain or a rope or belt made of natural or synthetic fiber is used instead of a conventionally used deformed block. By using it, the laying work can be completed in a short time, so that it is possible to prevent a disaster during construction and improve the safety of the work.
[0014]
Moreover, compared with the case where a deformed block is used for the filter layer used conventionally, a construction cost and a construction period can be reduced and it is economical.
[Brief description of the drawings]
FIG. 1 is a side view illustrating a construction procedure according to an embodiment of a method for preventing an outflow of an inclined bank or a rubble mound according to the present invention, with a chain end fixed to a caisson.
FIG. 2 is a side view of the state at the start of chain unwinding following FIG. 1;
FIG. 3 is a side view showing a state in which the chain is being laid on the upper surface of the core layer of the rubble mound, following FIG. 2;
FIG. 4 is a side view of the state after the chain is laid on the upper surface of the core layer of the rubble mound, following FIG. 3;
5 is an enlarged perspective view of a main part in the state of FIG. 1. FIG.
6 is a plan view of an enlarged main part of the chain of FIG. 1. FIG.
FIG. 7 is a diagram showing the formation of a three-layered type composite slope bank under non-breaking conditions used by US Army Corps of Engineers.
[Explanation of symbols]
1 Rubble mound 7 Chain

Claims (1)

石からなる傾斜堤のコア層または捨石マウンドの表面に、石を通さない網目状に形成したチェーンのロール、または傾斜堤のコア層または捨石マウンドの表面に追従する天然繊維あるいは合成繊維製等の網目状に形成したロープまたは帯のロールを巻き出して敷設した後、その上に被覆ブロックを据え付ける傾斜堤または捨石マウンド等の石の抜け出し防止方法。 Rolls of chains formed in a mesh shape that do not allow stones to pass through the surface of the core layer or rubble mound made of stone , or made of natural fibers or synthetic fibers that follow the surface of the core layer or rubble mound of the inclined levee A method of preventing the escape of stones such as sloping levee or rubble mound, where a roll of rope or belt formed in a mesh shape is unwound and laid, and then a covering block is installed thereon.
JP24121598A 1998-08-27 1998-08-27 How to prevent rocks such as sloping levee or rubble mound Expired - Fee Related JP4067192B2 (en)

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