JPS60199109A - Reclamation work - Google Patents
Reclamation workInfo
- Publication number
- JPS60199109A JPS60199109A JP5437084A JP5437084A JPS60199109A JP S60199109 A JPS60199109 A JP S60199109A JP 5437084 A JP5437084 A JP 5437084A JP 5437084 A JP5437084 A JP 5437084A JP S60199109 A JPS60199109 A JP S60199109A
- Authority
- JP
- Japan
- Prior art keywords
- water
- reclamation
- discharged
- permeable material
- reclamation site
- 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
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
- E02B3/18—Reclamation of land from water or marshes
Landscapes
- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Environmental & Geological Engineering (AREA)
- Ocean & Marine Engineering (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
Abstract
Description
【発明の詳細な説明】 本発明は埋立工法に関するものである。[Detailed description of the invention] The present invention relates to a landfill method.
従来の埋立工法としては浚渫土砂を護岸で囲まれた埋立
区域内にポンプ船、グラブ船、コンベヤ、トラック搬入
等により埋立造成していたが、シルト、コロイド、粘土
、有機買出等の軟派は圧密性、脱水性が&めて悪く、そ
のため埋立後、長期間放置した後、表土部を天日乾燥後
重機を入れて、ペーパードレンやサンドドレン、フンゲ
ーザー等による地盤の改良を行なっていた。従って実際
に埋立地を使用する迄には長期間を要する欠点があった
。Conventional land reclamation methods have involved transporting dredged soil into a reclamation area surrounded by a revetment using pump ships, grab ships, conveyors, trucks, etc.; Consolidation and dewatering properties were extremely poor, so after being reclaimed and left for a long period of time, the topsoil was dried in the sun and then heavy equipment was brought in to improve the ground using paper drains, sand drains, fungusers, etc. Therefore, there is a drawback that it takes a long time before the landfill can actually be used.
本発明者は、これら従来法における欠点を解決するため
種々研究を重ねた結果埋立地を早期に使用できる埋立工
法を完成した。The inventor of the present invention has conducted various studies to solve the drawbacks of these conventional methods, and as a result has completed a landfill method that allows for early use of reclaimed land.
すなわち、本発明は、埋立区域内に、集水管に透水材を
一体に設けた集水材を付設した後該埋立区域内に浚渫土
1しを>Q人することを特級とする埋立工法である。That is, the present invention is a special reclamation method in which a water collection material in which a water permeable material is integrally provided with a water collection pipe is installed in a reclamation area, and then dredged soil is dredged by >Q people into the reclamation area. be.
次に本発明を図面を参照しながら説明する。Next, the present invention will be explained with reference to the drawings.
まず本発明に使用する集水材について説明する。First, the water collecting material used in the present invention will be explained.
第1図は集水材の一例を示すもので1は集水管2は透水
材である。集水管lは筒状を呈しその素材としては透水
性を有するもの、あるいは有孔材が好ましい。具体的に
はカルド°レーンパイプ(三井石油化学工業株式会社製
商品名)、ポーラスパイプなどが挙げられる。また透水
材2はシート状、穴あきシート状、紐状等櫃々の形状の
ものが使用できる。素材は透水性を有するものであれば
いずれのものでも使用できる。透水材aがソート状の場
合はその両面を網あるいは布で補強すると好ましい。こ
の透水材2は、その一端を集水管lの周囲に数回巻き付
けて一体に設けることが好ましい。FIG. 1 shows an example of a water collecting material, and 1 indicates a water collecting pipe 2 made of a water permeable material. The water collecting pipe l has a cylindrical shape, and its material is preferably water permeable or perforated. Specific examples include Caldrane pipe (trade name manufactured by Mitsui Petrochemical Industries, Ltd.) and porous pipe. Further, the water-permeable material 2 can be in the form of a sheet, a perforated sheet, a string, or other shapes. Any material can be used as long as it has water permeability. When the water-permeable material a is in a sorted form, it is preferable to reinforce both sides with a net or cloth. It is preferable that the water-permeable material 2 is provided integrally by wrapping one end of the water-permeable material 2 around the water collection pipe 1 several times.
次に前記集水材を使用した埋立工法について説明する。Next, a reclamation method using the water collection material will be explained.
まず埋立区wcS内に集水拐を例えは第2図の点&I4
のように付設する。集水材の付設方法としては第3図に
示すように集水管1を埋立区域の底部に設け、透水材2
の一端にフロト5を設けるか、あるいは#4図に示すよ
うに集水管1を垂直に立て透水材2を吹き2<E シ状
に付設する。First, let's take the example of water collection within the reclaimed area wcS as shown in Figure 2 at point &I4.
Attach it like this. As shown in Figure 3, the method of installing water collection material is to install water collection pipe 1 at the bottom of the reclaimed area, and install water permeable material 2.
A float 5 is provided at one end of the pipe, or as shown in Figure #4, the water collection pipe 1 is stood vertically and the permeable material 2 is attached in a blown 2<E shape.
次にポンプ船6から浚渫土砂を排砂管7から埋立区域内
に排出する。埋立区域内に浚渫土砂が入れられると土砂
によって徐々に埋立が行われる。余水は余水吐8から外
部に排水される。Next, the dredged soil is discharged from the pump ship 6 through the sand discharge pipe 7 into the reclaimed area. When dredged earth and sand are put into a reclaimed area, the earth and sand gradually fill the area. Surplus water is drained to the outside from the spillway 8.
第3図の換金はフロート5が設りられているので透水材
2は常に上方に向って展張された状態に付設されている
。なお集水管は連設して設けられている。また第4図に
示すような状茜に展張した場合は排砂W7より段・渫土
砂を排出することによって汚濁水が余水吐8に向って流
れるために透水材2は吹き流し状になり展張される。Since the cash exchange shown in FIG. 3 is provided with a float 5, the water-permeable material 2 is always extended upward. The water collection pipes are installed in series. In addition, when the water permeable material 2 is expanded into a shape as shown in Fig. 4, the polluted water flows toward the spillway 8 by discharging the berm and sand from the waste sand W7, and the water permeable material 2 becomes like a windsock and expands. be done.
埋立が完了すると透水材1によって周囲の水分を吸収し
て、その透水性を有するために吸収した水分を集水管1
に集水する。集水管2に集められた水は集水管2に接和
二したバイブN)を通してポンプ等によって排水】−4
・(図示せず)0第4図も同様に集水管2に集められた
水をポンプ9によって外部に排水する。When the reclamation is completed, the water-permeable material 1 absorbs the surrounding moisture, and due to its water-permeability, the absorbed water is transferred to the water collection pipe 1.
Collect water in The water collected in the water collection pipe 2 is drained by a pump or the like through a vibrator (N) connected to the water collection pipe 2] -4
- (not shown) In FIG. 4, water collected in the water collection pipe 2 is similarly drained to the outside by the pump 9.
前記のようにすることによって早期に埋立地内の排水が
できるので短期に埋立地を有効に利用することができる
。By doing as described above, the wastewater in the landfill can be drained quickly, so that the landfill can be used effectively in a short period of time.
第1図は本発明に使用する集水材の斜視図を示し、第2
図は埋立区域の平面図を示し、第3図および第4図は埋
立区域の断面図を示す。
牛1許出願人 日本ソリッド株式会社
才/関
′;f7λ図Fig. 1 shows a perspective view of the water collection material used in the present invention, and Fig.
The figure shows a plan view of the reclaimed area, and FIGS. 3 and 4 show cross-sectional views of the reclaimed area. Nippon Solid Co., Ltd. Sai/Seki'; f7λ diagram
Claims (1)
付設した後、該埋立区域内に浚渫土砂を導入することを
待機とする埋立工法。A reclamation method in which a drainage pipe with a permeable material is attached to a water collection pipe within the reclamation area, and then dredged soil is introduced into the reclamation area.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP5437084A JPS60199109A (en) | 1984-03-23 | 1984-03-23 | Reclamation work |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP5437084A JPS60199109A (en) | 1984-03-23 | 1984-03-23 | Reclamation work |
Publications (1)
Publication Number | Publication Date |
---|---|
JPS60199109A true JPS60199109A (en) | 1985-10-08 |
Family
ID=12968774
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP5437084A Pending JPS60199109A (en) | 1984-03-23 | 1984-03-23 | Reclamation work |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS60199109A (en) |
Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5033639A (en) * | 1973-07-31 | 1975-03-31 | ||
JPS5259946A (en) * | 1975-11-12 | 1977-05-17 | Toshichika Samejima | Drainage construction of work and drainage filtration device in sludge stacking place |
-
1984
- 1984-03-23 JP JP5437084A patent/JPS60199109A/en active Pending
Patent Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5033639A (en) * | 1973-07-31 | 1975-03-31 | ||
JPS5259946A (en) * | 1975-11-12 | 1977-05-17 | Toshichika Samejima | Drainage construction of work and drainage filtration device in sludge stacking place |
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