JPH06146233A - Method of building bank - Google Patents

Method of building bank

Info

Publication number
JPH06146233A
JPH06146233A JP4305379A JP30537992A JPH06146233A JP H06146233 A JPH06146233 A JP H06146233A JP 4305379 A JP4305379 A JP 4305379A JP 30537992 A JP30537992 A JP 30537992A JP H06146233 A JPH06146233 A JP H06146233A
Authority
JP
Japan
Prior art keywords
bank
slurry
mixed slurry
filled
frames
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.)
Granted
Application number
JP4305379A
Other languages
Japanese (ja)
Other versions
JP2531328B2 (en
Inventor
Shigenori Okano
重範 岡野
Mariko Yamamoto
真理子 山本
Hideyo Iwamura
榮世 岩村
Yuichi Yoshino
雄一 芳野
Shigeru Tomono
茂 伴野
Akira Shiki
明 志岐
Eizo Fukazawa
榮造 深澤
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Kajima Corp
Original Assignee
Kajima Corp
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Kajima Corp filed Critical Kajima Corp
Priority to JP4305379A priority Critical patent/JP2531328B2/en
Publication of JPH06146233A publication Critical patent/JPH06146233A/en
Application granted granted Critical
Publication of JP2531328B2 publication Critical patent/JP2531328B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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  • Revetment (AREA)
  • Processing Of Solid Wastes (AREA)

Abstract

PURPOSE:To effectively use excavated sludge by filling a mixed slurry composed of, as main components, excavated sludge and solidifier, in a net frame set on the sea bottom, and by repeating this step several times so as to build a bank having a desired height. CONSTITUTION:Net frames 2 are laid on the sea bottom at a height equal in one layer, and a mixed slurry 3 composed of, as main components, excavated sludge and solidifies such as cement is filled under pressure in the inside of the net frames 2 from a working ship through a filling pipe 4. Then, the next frames 2 are laid thereon and then the slurry 3 is filled. With the repetition of the above-mentioned steps a bank having its top end projected from the sea surface is built. In such a case where prevention of water area contamination caused by flow-out of the slurry 3 is desired, a bag made of a water- impermeable film is laid inside of the frames 2 so as to serves as a form in which the slurry 3 is filled, or in which concrete fragments or the like may be filled. With this arrangement, excavated sludge which is to be treated as industrial waste may be effectively used, thereby it is possible to efficiently build the bank.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】この発明は海岸、港湾の防波堤、
護岸等の堤体の構築方法に関する。
BACKGROUND OF THE INVENTION This invention is applied to coastal breakwaters, harbor breakwaters,
The method of constructing a bank body such as a seawall.

【0002】[0002]

【従来の技術】防波堤、護岸等の堤体としては従来か
ら、波に飛ばされない程度の砕石を積重ねた捨石堤、あ
るいは、コンクリートまたは鋼製のケーソンに砕石や土
砂を中詰めしたケーソン堤、捨石マウンドの上にケーソ
ンを置いた混合堤、あるいは鋼矢板堤等が用いられてき
ている。
2. Description of the Related Art Conventionally, as a breakwater body such as a breakwater or a seawall, a rubble stone is piled up with crushed stones that are not blown by waves, or a caisson ridge or rubble stone in which concrete or steel caisson is filled with crushed stones or earth and sand. A mixed dam with a caisson on the mound, or a steel sheet pile has been used.

【0003】しかしわが国では捨石の材料となる原石の
不足をきたしており、さらにより多量の捨石を必要とす
る大水深化、親水化等への対応から,新しい形式の堤体
の構築方法が求められていた。
However, in Japan, there is a shortage of rough stones as a material for rubble stones, and a method for constructing a new type of levee body is sought in order to cope with deep water depth, hydrophilicity, etc., which requires a larger amount of rubble stones. It was being done.

【0004】一方、シールド工事、地中連続壁工事等に
おいて、地盤の掘削に伴ない発生する水を含有する掘削
汚泥は、一般の掘削土砂と異なり、産業廃棄物扱いにな
り、捨場の確保がむずかしくなっている。
On the other hand, excavation sludge containing water generated by excavation of the ground in shield construction, underground continuous wall construction, etc. is treated as industrial waste unlike ordinary excavated earth and sand, and a disposal site can be secured. It's getting harder.

【0005】[0005]

【発明が解決しようとする課題】この発明は上記事情に
鑑みなされたものである。その目的は、産業廃棄物扱い
の掘削汚泥を主材として用いて、捨石に原石を用いるこ
となく防波堤、護岸等の堤体を作業能率よく構築する方
法を提案するにある。
The present invention has been made in view of the above circumstances. Its purpose is to propose a method for constructing breakwaters such as breakwaters and revetments with good work efficiency by using excavated sludge treated as industrial waste as a main material without using rough stones as rubble.

【0006】[0006]

【課題を解決するための手段】この堤体の構築方法は、
水底に網面をなした網枠を設置し、この網枠内に地盤の
掘削に伴ない発生する掘削汚泥と固化材を主材とする混
合スラリーを注入することを特徴とする。
[Means for Solving the Problems] The method for constructing this bank is
It is characterized in that a net frame having a net surface is installed on the bottom of the water, and a mixed slurry mainly composed of excavated sludge and solidifying material generated along with excavation of the ground is injected into the net frame.

【0007】混合スラリーは掘削汚泥とセメント等の固
化材を主材とし、これに建設発生土等を適宜配合したも
のであり、ポンプで圧送できる流動性を有するものとす
る。
The mixed slurry is mainly composed of excavated sludge and a solidifying material such as cement, and is appropriately mixed with soil generated by construction, etc., and has fluidity that can be pumped.

【0008】この混合スラリーは作業船上または陸上か
らパイプで圧送して水底に設置した網枠内に注入され
る。
This mixed slurry is pressure-fed by a pipe from a work boat or on land to be injected into a net frame installed on the water bottom.

【0009】網枠は水底に組立てて、所望の堤体の形状
を保持することができ、埋め殺し型枠として用いて注入
した混合スラリーが逃げ出さない程度の網面を有するも
のであればよい。すなわち網枠は周囲の海水等の汚濁を
防止できるものであればよい。
The mesh frame may be assembled on the bottom of the water to retain the desired shape of the bank body, and may have a mesh surface to the extent that the mixed slurry injected as the buried mold does not escape. That is, the net frame may be any one as long as it can prevent contamination of surrounding seawater and the like.

【0010】水の汚濁を更に防止するには、請求項2記
載のように、網枠内に不透水性膜あるいは緻密な組織の
織物等からなり、網枠と同形寸法の袋体を入れておき、
この袋体内に混合スラリーを注入すればよい。
In order to further prevent water contamination, a bag made of an impermeable membrane or a woven fabric having a fine structure is put in the net frame, and a bag having the same size as the net frame is put in the net frame. Every
The mixed slurry may be injected into this bag.

【0011】[0011]

【作用】上記構成からなる堤体の構築方法は捨場に困
る掘削汚泥を主材として用い、原石を用いることなく堤
体を構築できる。混合スラリーはパイプ圧送して注入
できるので水中工事が殆ど不要となり、作業能率が高
い。網枠は水を流通させるので沈設が容易であり、多
少の波浪、潮流があっても過大な力が作用せず、埋め殺
し型枠となり混合スラリーの固化体と一体となり堤体を
構成し、補強材として機能する。
In the method of constructing a dam body having the above structure, excavated sludge, which is difficult to dispose, is used as the main material, and the dam body can be constructed without using rough stones. Since the mixed slurry can be pumped and injected, underwater construction is almost unnecessary and work efficiency is high. Since the net frame allows water to circulate, it is easy to set it down, and even if there are some waves and tidal currents, excessive force does not act, it becomes a buried mold and it forms a bank with the solidified body of the mixed slurry, Functions as a reinforcing material.

【0012】請求項2の構築方法は袋体を網枠に入れ袋
体内に混合スラリーを注入するので周囲の水の汚濁を完
全に防止できる。袋体はスラリー注入前は折り畳んでお
くので、水の流通の妨げとはならない。
According to the construction method of the second aspect, since the bag body is put in the net frame and the mixed slurry is injected into the bag body, contamination of surrounding water can be completely prevented. Since the bag is folded before pouring the slurry, it does not hinder the flow of water.

【0013】[0013]

【実施例】以下この構築方法を実施例をあげて説明す
る。
EXAMPLES The construction method will be described below with reference to examples.

【0014】図1は海底1に網枠2を一層の高さに敷並
べ、その内部に掘削汚泥およびセメントを主材とする混
合スラリー3を注入した後の過程である。混合スラリー
3を充填した一層の網枠2の上に2層目の網枠2を敷並
べ配置し、その内部に作業船(図示せず)上から注入管
4を用いて混合スラリーを圧送、注入する。
FIG. 1 shows a process after a net frame 2 is laid on the seabed 1 at a higher height and a mixed slurry 3 containing drilling sludge and cement as a main material is injected therein. The second-layer net frame 2 is laid side by side on the single-layer net frame 2 filled with the mixed slurry 3, and the mixed slurry is pressure-fed into the inside of the work frame (not shown) by using the injection pipe 4. inject.

【0015】この網枠の設置と混合スラリーの注入の工
程を順次上の層に繰り返し行ない、図2に示す上部が海
上に突出した堤体を構築する。この実施例で用いた網枠
2は、目の細い網体からなり、直方体形あるいは斜截し
た直方体形をなし、斜截した面を側面に向け配して堤体
の傾斜側面を形成した。
The steps of installing the net frame and injecting the mixed slurry are sequentially repeated in the upper layer to construct a bank body shown in FIG. The mesh frame 2 used in this example is composed of a mesh body having fine meshes and has a rectangular parallelepiped shape or an obliquely rectangular parallelepiped shape, and the inclined surface is arranged toward the side surface to form an inclined side surface of the bank.

【0016】混合スラリーの流出による水域の汚染を特
に配慮しなければならない場合は、図3に示すように、
網枠2内に、例えば不透水性膜体からなる袋体5を入れ
ておき、この袋体5内に混合スラリー3を注入して堤体
を構築する。袋体5は混合スラリー3を注入し膨張させ
た際に、網枠2の内面に密着する寸法につくられてい
る。この方法によると有害物質を含む産業廃棄物汚泥を
混合スラリーに混合できる。
When it is necessary to give special consideration to the pollution of the water area due to the outflow of the mixed slurry, as shown in FIG.
A bag body 5 made of, for example, an impermeable membrane is put in the net frame 2, and the mixed slurry 3 is injected into the bag body 5 to construct a bank. The bag body 5 is sized so as to be in close contact with the inner surface of the net frame 2 when the mixed slurry 3 is injected and expanded. According to this method, industrial waste sludge containing harmful substances can be mixed with the mixed slurry.

【0017】図4は、この堤体の構築方法を応用した実
施例である。この例では堤体の外側部分にのみ網枠2を
配置し、中央部分は外側に配置した網枠2を型枠として
混合スラリー3を流込むだけで堤体を構築する。この場
合、中央部の注入したまだ固まらない混合スラリー3が
上面の自由表面で海に洗われ、海水を汚染する恐れがあ
るので、周囲を汚濁防止膜6でとり囲み拡散を防止して
ある。また、中央部の混合スラリー3内にコンクリート
破砕片等を投入し堤体を構築することもできる。
FIG. 4 shows an embodiment to which the method for constructing this bank is applied. In this example, the net frame 2 is arranged only on the outer side portion of the dam body, and the middle part is constructed by only pouring the mixed slurry 3 into the net frame 2 arranged on the outer side as a mold. In this case, the injected unsettled mixed slurry 3 in the central portion may be washed by the sea on the upper free surface and contaminate seawater. Therefore, the periphery is surrounded by the pollution prevention film 6 to prevent diffusion. It is also possible to construct a dam body by throwing concrete crushed pieces into the mixed slurry 3 in the central portion.

【0018】[0018]

【発明の効果】この発明は以上の通りであり、この堤体
の構築方法によれば、産業廃棄物扱いの掘削汚泥を用
い、原石を用いることなく作業能率よく堤体を構築する
ことができる。
The present invention is as described above, and according to this method of constructing a dam body, it is possible to construct a dam body with good work efficiency without using rough stone, using excavated sludge treated as industrial waste. .

【図面の簡単な説明】[Brief description of drawings]

【図1】実施例の堤体を構築する過程の側面図である。FIG. 1 is a side view of a process of constructing a bank body according to an embodiment.

【図2】構築した堤体の側面図である。FIG. 2 is a side view of the constructed dam body.

【図3】網枠に入れた袋体に混合スラリーを注入する状
態の説明図である。
FIG. 3 is an explanatory view of a state in which the mixed slurry is poured into the bag body put in the net frame.

【図4】外側部分にのみ網枠を配置し、中央部に混合ス
ラリーを注入する状態の説明図である。
FIG. 4 is an explanatory view showing a state where a net frame is arranged only on the outer side portion and the mixed slurry is injected into the central portion.

【符号の説明】[Explanation of symbols]

1…海底、2…網枠、3…混合スラリー、4…注入管、
5…袋体、6…汚濁防止膜
1 ... sea floor, 2 ... net frame, 3 ... mixed slurry, 4 ... injection pipe,
5 ... bag body, 6 ... contamination prevention film

───────────────────────────────────────────────────── フロントページの続き (72)発明者 芳野 雄一 東京都港区元赤坂1丁目2番7号 鹿島建 設株式会社内 (72)発明者 伴野 茂 東京都港区元赤坂1丁目2番7号 鹿島建 設株式会社内 (72)発明者 志岐 明 東京都港区元赤坂1丁目2番7号 鹿島建 設株式会社内 (72)発明者 深澤 榮造 東京都調布市飛田給2丁目19番1号 鹿島 建設株式会社技術研究所内 ─────────────────────────────────────────────────── ─── Continuation of front page (72) Yuichi Yoshino 1-2-7 Moto-Akasaka, Minato-ku, Tokyo Inside Kashima Construction Co., Ltd. (72) Inventor Shigeru Banno 1-2-7 Moto-Akasaka, Minato-ku, Tokyo Kashima Construction Co., Ltd. (72) Inventor Akira Shiki 1-2-7 Moto-Akasaka, Minato-ku, Tokyo Kashima Construction Co., Ltd. (72) Inventor Eizo Fukasawa 2-19-1 Tobita, Chofu-shi, Tokyo Kashima Construction Co., Ltd. Technical Research Center

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 水底に網面をなした網枠を設置し、この
網枠内に地盤の掘削に伴ない発生する掘削汚泥と固化材
を主材とする混合スラリーを注入することを特徴とする
堤体の構築方法。
1. A mesh frame having a mesh surface is installed on the bottom of the water, and a mixed slurry containing a drilling sludge and a solidifying material as a main material is injected into the mesh frame. How to build a bank.
【請求項2】 請求項1記載の堤体の構築方法において
網枠内に袋体を入れこの袋体内に混合スラリーを注入す
ることを特徴とする堤体の構築方法。
2. The method for constructing a dam body according to claim 1, wherein the bag body is put in a net frame and the mixed slurry is injected into the bag body.
JP4305379A 1992-11-16 1992-11-16 How to build a bank Expired - Fee Related JP2531328B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP4305379A JP2531328B2 (en) 1992-11-16 1992-11-16 How to build a bank

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP4305379A JP2531328B2 (en) 1992-11-16 1992-11-16 How to build a bank

Publications (2)

Publication Number Publication Date
JPH06146233A true JPH06146233A (en) 1994-05-27
JP2531328B2 JP2531328B2 (en) 1996-09-04

Family

ID=17944414

Family Applications (1)

Application Number Title Priority Date Filing Date
JP4305379A Expired - Fee Related JP2531328B2 (en) 1992-11-16 1992-11-16 How to build a bank

Country Status (1)

Country Link
JP (1) JP2531328B2 (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2729874A1 (en) * 1995-01-31 1996-08-02 France Dechets Method of storage of special industrial waste not economically treatable
JP2004011131A (en) * 2002-06-03 2004-01-15 Ems Japan Kk Construction method of reinforcing structure
CN105970979A (en) * 2016-05-10 2016-09-28 河海大学 Ecological slope protection method based on sludge solidification soil

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2729874A1 (en) * 1995-01-31 1996-08-02 France Dechets Method of storage of special industrial waste not economically treatable
JP2004011131A (en) * 2002-06-03 2004-01-15 Ems Japan Kk Construction method of reinforcing structure
CN105970979A (en) * 2016-05-10 2016-09-28 河海大学 Ecological slope protection method based on sludge solidification soil
CN105970979B (en) * 2016-05-10 2018-05-11 河海大学 A kind of ecological bank protecting method based on utilizing solidified earth from sludge

Also Published As

Publication number Publication date
JP2531328B2 (en) 1996-09-04

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A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 19960430

LAPS Cancellation because of no payment of annual fees