JPS6121235A - Method of dredging and collecting soil through utilization of freezing - Google Patents

Method of dredging and collecting soil through utilization of freezing

Info

Publication number
JPS6121235A
JPS6121235A JP14069784A JP14069784A JPS6121235A JP S6121235 A JPS6121235 A JP S6121235A JP 14069784 A JP14069784 A JP 14069784A JP 14069784 A JP14069784 A JP 14069784A JP S6121235 A JPS6121235 A JP S6121235A
Authority
JP
Japan
Prior art keywords
soil
frozen
freezing
dredging
dredged
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
JP14069784A
Other languages
Japanese (ja)
Other versions
JPH0324931B2 (en
Inventor
Tatatomi Fujisaki
藤咲 忠臣
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.)
Fujita Corp
Fujita Kogyo KK
Original Assignee
Fujita Corp
Fujita Kogyo KK
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 Fujita Corp, Fujita Kogyo KK filed Critical Fujita Corp
Priority to JP14069784A priority Critical patent/JPS6121235A/en
Publication of JPS6121235A publication Critical patent/JPS6121235A/en
Publication of JPH0324931B2 publication Critical patent/JPH0324931B2/ja
Granted legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D3/00Improving or preserving soil or rock, e.g. preserving permafrost soil
    • E02D3/11Improving or preserving soil or rock, e.g. preserving permafrost soil by thermal, electrical or electro-chemical means
    • E02D3/115Improving or preserving soil or rock, e.g. preserving permafrost soil by thermal, electrical or electro-chemical means by freezing

Landscapes

  • Engineering & Computer Science (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Structural Engineering (AREA)
  • Agronomy & Crop Science (AREA)
  • Environmental & Geological Engineering (AREA)
  • Soil Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)

Abstract

PURPOSE:To perform simple dredging without a fear of environment being polluted, by a method wherein soil, planned to be dredged, is frozen to cut it in the shape of a block, and a lifting member, previously buried in the block, is lifted up with the aid of a crane for dredging. CONSTITUTION:A support material 1 for carrying frozen soil is inserted into soil under a sea bottom intended to be dredged or excavated, and a freezing device is set in the soil. In which case, a heat insulating material for preventing heat dissipation is laid between soil and bedrock 2. Frozen soil 3, produced by freezing the soil by the freezing device, is cut to blocks with a given size by means of a cutting device, such as cutters, laser, electromagnetic waves. The blockform frozen soil 3 is carried to a tug boat by means of the support material for carrying frozed soil with the aid of a crane 4. This enables simplification of carriage of dredged soil.

Description

【発明の詳細な説明】 本発明は浚渫及び土砂採取方法に係るものである。[Detailed description of the invention] The present invention relates to a dredging and soil extraction method.

従来、対象土砂を浚渫、または土砂を採取する場合、ポ
ンプ浚渫またはグラブ浚渫によって作業が行なわれてい
たため、土砂浚渫時または土砂採取時、及び浚渫土若し
くは採取土砂運搬時に、水底から水面上まで水中汚濁が
広い範囲に亘って生じ、環境問題、漁業補償問題を生起
する場合がしばしばみられた。
Conventionally, when dredging target soil or collecting soil, work was carried out using pump dredging or grab dredging. Pollution often occurred over a wide area, causing environmental problems and fishery compensation problems.

本発明はこのような問題点を解決するために提案された
ものであって、対象土中に凍結土搬出原支材を挿入する
とともに凍結装置をセットし、同凍結装置によって前記
対象土を凍結して凍土を作り、次いで同凍土をブロック
状に切断したのち、同ブロック状凍土を前記凍結土搬出
原支材を介して搬出することを特徴とする凍結を利用し
た浚渫及び土砂採取工法に係るものである。
The present invention was proposed to solve these problems, and involves inserting frozen soil transport source supports into the target soil, setting a freezing device, and freezing the target soil with the freezing device. This method relates to a dredging and earth extraction method using freezing, which is characterized in that frozen soil is created by cutting the frozen soil into blocks, and then the block-shaped frozen soil is transported through the frozen soil transport source support material. It is something.

本発明においては前記したように、浚渫、採取対象土中
に、凍結土搬出原支材を挿入するとともに凍結装置をセ
ットし、同凍結装置によって前記対象土を凍結し、大塊
状の凍土を構成し、同対象土が水中に拡散することのな
いようにするものである。
In the present invention, as described above, frozen soil transport source supports are inserted into the soil to be dredged and collected, and a freezing device is set, and the target soil is frozen by the freezing device to form large lumps of frozen soil. The purpose is to prevent the target soil from dispersing into the water.

本発明においてはこのように大塊状に形成された凍土を
搬出可能なブロック状に切断し、このブロック状凍土を
同凍土と一体化された前記搬出用支材を利用して所要個
所まで搬出するものである。
In the present invention, the frozen soil thus formed in a large lump is cut into blocks that can be carried out, and the block-shaped frozen soil is carried out to the required location using the carrying out supports that are integrated with the frozen soil. It is something.

而して前記対象土はその切断時、及び搬出時に凍結され
た状態にあるので、切断、搬出時に水中汚濁を生じるこ
とがない。また前記対象土は凍結したブロック状に切断
、搬出されることによって対象土の浚渫、採取作業が簡
単に行なわれ、また、浚渫土砂、採取土砂等の運搬をも
容易にするなど環境汚染や、漁業汚染等の問題を招来す
る惧れかない等、本発明は多ぐの利点を有するものであ
って、本発明は生ゴミ等の運搬処分や陸上部の掘削や改
良土との置換にも応用可能である。
Since the target soil is in a frozen state at the time of cutting and carrying out, no water pollution occurs during cutting and carrying out. In addition, the target soil is cut into frozen blocks and transported, making dredging and collection work of the target soil easy, and also makes it easier to transport dredged and collected soil, thereby reducing environmental pollution. The present invention has many advantages, including the fact that there is no risk of causing problems such as fishery pollution, and the present invention can also be applied to the transportation and disposal of food waste, excavation of land areas, and replacement with improved soil. It is possible.

以下本発明を図示の実施例について説明する。The present invention will be described below with reference to the illustrated embodiments.

第1図に示すように、海底の対象浚渫土中に凍結土搬出
原支材(1)を挿入するとともに、凍結装置(図示せず
)をセットしておく。
As shown in FIG. 1, a frozen soil transport material (1) is inserted into the target dredged soil on the seabed, and a freezing device (not shown) is set.

この際、前記対象土と地山(2)との間に発泡樹脂製断
熱材を注入したり、或いはベーノ々−その他の断熱シー
トや断熱板等断熱材を挿入することによって、断熱層(
図示せず)を形成し、後述の凍結浚渫土の切断、吊上げ
、運搬時における熱の逸散を防止しておく。
At this time, a heat insulating layer (
(not shown) to prevent heat dissipation during cutting, lifting, and transportation of frozen dredged soil, which will be described later.

次いで前記凍結装置によって対象浚渫土を凍結させ、凍
土(3)を作る。
Next, the target dredged soil is frozen by the freezing device to create frozen soil (3).

次いで同凍土(3)をカッター類や、レーザー光線の如
き熱光線、放射線、高圧噴射水、電磁波による切断装置
等によって所要大のブロック状に切断する。
Next, the frozen soil (3) is cut into blocks of the required size using a cutter or a cutting device using a heat beam such as a laser beam, radiation, high-pressure water jet, electromagnetic waves, or the like.

次いで前記したように予め挿入された凍結土搬出原支材
(1)を水上のクレン船(4)、または陸上のクレン車
等の吊上装置(5)によって吊上げることによって、所
要大に切断されたブロック状の浚渫凍土(3)を搬出し
、クレン船(4)によって処分場所に運搬するか、或い
はまた運搬船、曳船、台船、トラック等の運搬設備によ
って前記凍土(3)を処分場所まで運搬する。
Next, the frozen soil transport support material (1) inserted in advance as described above is lifted by a floating crane boat (4) or a lifting device (5) such as a land-based crane truck, and cut into the required size. The dredged frozen soil (3) in the form of blocks is carried out and transported to the disposal site by a crane boat (4), or the frozen soil (3) is transported to the disposal site by transport equipment such as a carrier boat, tugboat, barge, or truck. Transport up to.

なお前記凍土(3)は処分場所にまで運搬される間は、
原則として凍結させておき、処分場所では自然に解凍す
るか、必要ならば解凍設備によって解凍する。方法と凍
土を吊り上けりは自然解凍や強制解礫後又+i解凍しな
がら運搬処分する方法も考えられる。
In addition, while the frozen soil (3) is being transported to the disposal site,
As a general rule, it should be frozen and thawed naturally at the disposal site, or if necessary, thawed using thawing equipment. Possible methods for lifting frozen soil include natural thawing, forced thawing, and transportation and disposal while thawing.

図示の実施例は前記したように、対象浚渫土を凍結して
これをノロツク状に切断して、対象浚渫土中に予め挿入
され、凍土(3)と一体化された凍結土搬出原支材(1
−1を利用して搬出するようにしたので、浚渫対象土の
搬出が簡単に行なわれ、且つその切断、搬出時において
浚渫対象土が凍結しているので、水中汚濁を招従する惧
れかない。
As described above, the illustrated embodiment is a frozen soil transport material that is made by freezing the target dredged soil, cutting it into a shape, inserting it into the target dredging soil in advance, and integrating it with the frozen soil (3). (1
-1, the soil to be dredged can be easily transported, and since the soil to be dredged is frozen at the time of cutting and transport, there is no risk of contamination of the water. .

第2図に示す実施例においては凍結土振出用支材(1)
が浚渫対象土に多段式に水平に挿入され、同対象土を凍
結して凍土(3)を作ったのち、点線に示すように切断
し、前記支材(1)を介してブロック状の切断凍土(3
)を、曳船(6)によって処分場酒まで運搬するもので
ある。
In the example shown in Fig. 2, the frozen soil supporting material (1)
is horizontally inserted into the soil to be dredged in multiple stages, and after freezing the target soil and creating frozen soil (3), it is cut as shown in the dotted line, and cut into blocks through the struts (1). Frozen soil (3
) is transported to the disposal site, Sake, by a tugboat (6).

第3図及び第4図は本発明を河川運河、水路等の浚渫に
適用した場合を示し、浚渫対象土に河川等の長手方向に
亘って所定間隔毎に凍結土搬出原支材(1)を挿入する
とともに、凍結装置(図示せず)をセットし、浚渫対象
土と地山(2)との間に前記実施例の場合と同様に断熱
層を施工したのち、前記凍結装置によって前記対象土を
凍結して凍土(3)を作り、点線で示すように長手方向
に亘って切断し、かくして形成されたブロック状凍土(
aA)(aBX3c)・・・を順次陸上にあるクレン車
(7)によって吊上げ装置(8)を介して吊上げ搬出し
、所要の処分個所に搬送するO なお前記の各方法は土砂の採取、陸上部の掘削、生ごみ
等の運搬処分にも適用される。
Figures 3 and 4 show the case where the present invention is applied to dredging of river canals, waterways, etc., in which frozen soil transport source supports (1) are placed at predetermined intervals in the longitudinal direction of the river, etc. in the soil to be dredged. At the same time, a freezing device (not shown) is set, and a heat insulating layer is constructed between the soil to be dredged and the ground (2) in the same manner as in the above embodiment, and then the freezing device Freeze the soil to create frozen soil (3), cut it in the longitudinal direction as shown by the dotted line, and create the block-shaped frozen soil (3).
A) (aB This also applies to the excavation of areas and the transportation and disposal of garbage, etc.

以上本発明を実施例について説明したが、本発明は勿論
このような実施例にだけ局限されるものではなく、本発
明の精神を逸脱しない範囲内で種々の設計の改変を施し
うるものである。
Although the present invention has been described above with reference to embodiments, the present invention is, of course, not limited to such embodiments, and can be modified in various ways without departing from the spirit of the present invention. .

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

第1図は本発明に係る凍結を利用した浚渫及び土砂採取
工法の一実施例の実施状況を示す縦断面図、第2図は本
発明の他の実施例の実施状況を示す縦断面図、第3図及
び第4図は夫々本発明の更に他の実施例の実施状況を示
す縦断面図並に縦断側面図である。 (1)・・・凍結土搬出原支材、(3)・・・凍土、(
4)・・・クレン船、(6)・・・曳船、(7)・・・
クレン車代理人 弁理士 岡 本 重 文 外3名 第10 第30
FIG. 1 is a vertical cross-sectional view showing the implementation status of one embodiment of the dredging and earth and sand extraction method using freezing according to the present invention, and FIG. 2 is a vertical cross-sectional view showing the implementation status of another example of the present invention. FIG. 3 and FIG. 4 are a longitudinal cross-sectional view and a longitudinal cross-sectional side view, respectively, showing the state of implementation of still another embodiment of the present invention. (1)...Frozen soil transport material, (3)...Frozen soil, (
4)...Cran boat, (6)...Tugboat, (7)...
Crane truck agent Patent attorney Shigeru Okamoto 3 people outside of Bungai No. 10 No. 30

Claims (1)

【特許請求の範囲】[Claims] 対象土中に凍結土搬出原支材を挿入するとともに凍結装
置をセットし、同凍結装置によつて前記対象土を凍結し
て凍土を作り、次いで同凍土をブロック状に切断したの
ち、同ブロック状凍土を前記凍結土搬出用支材を介して
搬出することを特徴とする凍結を利用した浚渫及び土砂
採取工法。
Insert frozen soil transport source supports into the target soil and set a freezing device, freeze the target soil using the freezing device to create frozen soil, then cut the frozen soil into blocks, and then A dredging and earth extraction method utilizing freezing, characterized in that frozen soil is transported through the frozen soil transporting support material.
JP14069784A 1984-07-09 1984-07-09 Method of dredging and collecting soil through utilization of freezing Granted JPS6121235A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP14069784A JPS6121235A (en) 1984-07-09 1984-07-09 Method of dredging and collecting soil through utilization of freezing

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP14069784A JPS6121235A (en) 1984-07-09 1984-07-09 Method of dredging and collecting soil through utilization of freezing

Publications (2)

Publication Number Publication Date
JPS6121235A true JPS6121235A (en) 1986-01-29
JPH0324931B2 JPH0324931B2 (en) 1991-04-04

Family

ID=15274636

Family Applications (1)

Application Number Title Priority Date Filing Date
JP14069784A Granted JPS6121235A (en) 1984-07-09 1984-07-09 Method of dredging and collecting soil through utilization of freezing

Country Status (1)

Country Link
JP (1) JPS6121235A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5558779A (en) * 1995-10-10 1996-09-24 Eriksson; Lars L. Method and apparatus for extracting water from marine sediments
US5636457A (en) * 1994-04-11 1997-06-10 Eriksson; Lars L. Method of dredging via freezing and removing sediment
WO2006098686A1 (en) * 2005-03-15 2006-09-21 Frigeo Ab A method for automated freeze dredging

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5636457A (en) * 1994-04-11 1997-06-10 Eriksson; Lars L. Method of dredging via freezing and removing sediment
US5660055A (en) * 1994-04-11 1997-08-26 Eriksson; Lars Leander Apparatus for extraction of marine sediments via freezing
US5558779A (en) * 1995-10-10 1996-09-24 Eriksson; Lars L. Method and apparatus for extracting water from marine sediments
WO1997013728A1 (en) * 1995-10-10 1997-04-17 Lars Leander Eriksson Method and apparatus for dewatering frozen marine sediments
WO2006098686A1 (en) * 2005-03-15 2006-09-21 Frigeo Ab A method for automated freeze dredging

Also Published As

Publication number Publication date
JPH0324931B2 (en) 1991-04-04

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