JPS5988523A - Dehydrating device of supersoft ground - Google Patents
Dehydrating device of supersoft groundInfo
- Publication number
- JPS5988523A JPS5988523A JP19887482A JP19887482A JPS5988523A JP S5988523 A JPS5988523 A JP S5988523A JP 19887482 A JP19887482 A JP 19887482A JP 19887482 A JP19887482 A JP 19887482A JP S5988523 A JPS5988523 A JP S5988523A
- Authority
- JP
- Japan
- Prior art keywords
- ground
- water
- supersoft
- diameter part
- large diameter
- 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
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D3/00—Improving or preserving soil or rock, e.g. preserving permafrost soil
- E02D3/02—Improving by compacting
- E02D3/10—Improving by compacting by watering, draining, de-aerating or blasting, e.g. by installing sand or wick drains
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
Description
【発明の詳細な説明】 この発明は超軟弱地盤の脱水装置に関するものである。[Detailed description of the invention] This invention relates to a dewatering device for ultra-soft ground.
普通の軟弱地盤の改良には、機械的方法で人工的にMW
を壇カロさせる「締固め」、土の自重又はその上に造ら
れた構造物なとの重力の自然作用で’J[を次第に増加
させる「圧密」、或は特別な混和剤を加える人工的な方
法で土の剪断力や容積形状の保持などに関する特性を改
良する「安定化」等の方法があるが、従来、海、湖沼、
湿地帯が埋立された場合のような、超軟弱地盤を改良す
るには、先づ長期間に亘って放置し、上述の土の自重に
よる自然作用で密度が次第に増加する「圧密」を進行さ
せ、然る後、前記普通の軟弱地盤の改良法を実施するの
が通例であるが、上記「圧密」には長期間を要する欠点
が必つだ。For the improvement of ordinary soft ground, artificially using MW
``Compaction'', which gradually increases the 'J[ by the natural action of the soil's own weight or the gravity of structures built on top of it], or artificially, by adding special admixtures. There are methods such as "stabilization" that improve properties such as soil shear force and retention of volumetric shape, but conventionally, soil
In order to improve ultra-soft ground, such as when a wetland has been reclaimed, it is first left to stand for a long period of time, and the above-mentioned ``consolidation'', in which the density gradually increases due to the natural action of the soil's own weight, takes place. After that, it is customary to carry out the above-mentioned ordinary method of improving soft ground, but the above-mentioned ``consolidation'' has the drawback of requiring a long period of time.
この発明は斜上の事実に鑑み、超軟弱地盤中の土粘子間
に極めて多量に含まれている間、隙水を、振動する大径
部上に設けた集水室に強11す的に集めると共に、排水
装置で地上に吸上げて脱水させ、短期間に密度を増大さ
せ、短期間に次の、従来公知の軟弱地盤の改良工法を実
施できる地盤に琵えようとする。超軟弱地盤の脱水装置
を提供するのをその目的とする。In view of the fact that there is a slope, this invention aims to drain pore water, which is contained in extremely large amounts between soil clay in ultra-soft ground, into a water collection chamber provided on a vibrating large-diameter part. At the same time, the water is sucked up to the ground using a drainage system, dehydrated, and the density is increased in a short period of time, in order to make the ground suitable for implementing the following conventionally known improvement method for soft ground in a short period of time. The purpose is to provide a dewatering device for ultra-soft ground.
この発明にか\る超軟弱地盤の脱水装置の構成を、図示
の一天施例に基いて詳細に説明−)゛ると、第1図に示
すように、上端に振動機/を取付けだ棒状体コの下端に
は、第2図に拡大して示すように、周囲に数多の透孔3
が穿設されている壁板グで包囲された集水室jを有する
大径部Jf:設け、該集水Mj内に下端を開口した揚水
管7は、該棒状体λに沿って地上に出るように設け・該
揚水管7の他端は地上の排水装置了に連結したものであ
る。なお第2図中、りは補強壁板、/θは通水口、//
は吐出管を夫々示す。なお又振励機は前記大径部乙の中
に扁心回転子を設け、前記棒状体2を通してこれを回転
するようにしだものでもよく、排水ポンプ装置ざはウェ
ルポイント装置に用いられるように、集水室jに開口す
る揚水管7の上端を排水タンクに連通させ、該排水タン
クを真空にする真空ポンプと該排水タンクに吸上げた水
を放出するセン) IJフエーガルポンプとで構成した
ものでよい。The configuration of the dewatering device for ultra-soft ground according to the present invention will be explained in detail based on the illustrated example.As shown in FIG. At the lower end of the body, there are numerous through holes 3 around the periphery, as shown in an enlarged view in Figure 2.
A large-diameter portion Jf having a water collection chamber j surrounded by a wall board in which is perforated is provided, and the water pumping pipe 7 with its lower end opened in the water collection Mj is connected to the ground along the rod-shaped body λ. The other end of the pumping pipe 7 is connected to a drainage system on the ground. In Figure 2, ri is the reinforced wall plate, /θ is the water inlet, //
indicate the discharge pipes, respectively. Furthermore, the vibrating machine may be one in which an eccentric rotor is provided in the large diameter part B, and the rotor is rotated through the rod-shaped body 2. , the upper end of the water pumping pipe 7 that opens into the water collection chamber j is communicated with the drainage tank, and consists of a vacuum pump that evacuates the drainage tank and an IJ fergal pump that discharges the water sucked into the drainage tank. What you did is fine.
この実施例は紙上のような構成を有するから、海、湖沼
或は湿地帯の埋立られた所に、周囲の竪い地盤上に設置
した、例えばクレーン7.2からこの装置を一個、或は
複数個つり下げ、振動機/に給電して該振動機を働かせ
、該棒状体コの下端の大径部乙を振動させながら所要深
さまで挿入し、そこでなお働かせると共に排水装置gを
働かせると、その附近の超軟弱地盤は振動により次第に
締固められると共に真空作用によい間隙水を放出し、そ
の間隙水は集水室!中に集り、更に揚水管7を通して地
上に吸上げられ。Since this embodiment has the structure as shown on paper, this device can be installed in a reclaimed area of the sea, lake, marsh or wetland on the surrounding vertical ground, for example, by installing one device from a crane 7.2, or By suspending a plurality of rod-like bodies, supplying power to a vibrator to operate the vibrator, inserting the rod-like body to the required depth while vibrating the large diameter part B at the lower end of the rod-shaped body, and continuing to operate there, and activating the drainage device g, The ultra-soft ground in the vicinity is gradually compacted by vibration and releases pore water that is good for vacuum action, and that pore water is used as a water collection room! The water collects inside and is further sucked up to the ground through the pumping pipe 7.
吐出管//により適当の所に吐出され、前記大径部乙の
挿入された附近の超軟弱地盤は短時間に締固められる。It is discharged to an appropriate location by the discharge pipe //, and the ultra-soft ground near where the large-diameter portion B is inserted is compacted in a short time.
この発明は紙上のような構成、作用を有するから、超軟
弱地盤にこの発明にか\る装置を必要個数だけ働かせる
と、極めて短゛期間に超軟弱地盤を普通の軟弱地盤改良
工法を施工できる程度の地盤に改良することができる。Since this invention has the structure and function as described on paper, if the required number of devices according to this invention are used on ultra-soft ground, ordinary soft ground improvement methods can be applied to ultra-soft ground in an extremely short period of time. The ground can be improved to a certain extent.
第1図はこの発明にか\る超軟弱地盤の脱水装置の一冥
施例の作業状態の説明図、第1図は大径部の一部切欠拡
大正面図、第3図はHx図図中一層線に沿って見た横断
面図を夫々示し。
2は棒状体、jは集水室、乙は大径部、7は揚水管、g
は排水ポンプ装置を夫々示す。Fig. 1 is an explanatory diagram of the working state of a working example of a dewatering device for ultra-soft ground according to the present invention, Fig. 1 is an enlarged partially cutaway front view of the large diameter section, and Fig. 3 is an Hx diagram. Each cross-sectional view taken along the middle layer line is shown. 2 is a rod-shaped body, j is a water collection chamber, O is a large diameter part, 7 is a pumping pipe, g
1 and 2 respectively indicate drainage pump devices.
Claims (1)
状体コを振動できるように設け、該集水室6内に下端を
開口した揚水管7は、該棒状体2に沿って地上に出るよ
うに設け、該揚水管7の他端は地上の排水ポンプ装置J
、fに連結させたこと′f:特徴とする超軟弱地盤の脱
水装置。A rod-shaped body having a large-diameter portion at its lower end and a water collection chamber at its upper portion is provided so as to be able to vibrate. The other end of the pumping pipe 7 is connected to a drainage pump device J on the ground.
, connected to f'f: Characteristic dewatering equipment for ultra-soft ground.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP19887482A JPS5988523A (en) | 1982-11-15 | 1982-11-15 | Dehydrating device of supersoft ground |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP19887482A JPS5988523A (en) | 1982-11-15 | 1982-11-15 | Dehydrating device of supersoft ground |
Publications (1)
Publication Number | Publication Date |
---|---|
JPS5988523A true JPS5988523A (en) | 1984-05-22 |
Family
ID=16398351
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP19887482A Pending JPS5988523A (en) | 1982-11-15 | 1982-11-15 | Dehydrating device of supersoft ground |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS5988523A (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP0318172A2 (en) * | 1987-11-23 | 1989-05-31 | Phoenix Engineering Ltd. | Method for densification of particulate masses |
-
1982
- 1982-11-15 JP JP19887482A patent/JPS5988523A/en active Pending
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP0318172A2 (en) * | 1987-11-23 | 1989-05-31 | Phoenix Engineering Ltd. | Method for densification of particulate masses |
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