JPH03151411A - Method for placing plastic board drain - Google Patents

Method for placing plastic board drain

Info

Publication number
JPH03151411A
JPH03151411A JP28994789A JP28994789A JPH03151411A JP H03151411 A JPH03151411 A JP H03151411A JP 28994789 A JP28994789 A JP 28994789A JP 28994789 A JP28994789 A JP 28994789A JP H03151411 A JPH03151411 A JP H03151411A
Authority
JP
Japan
Prior art keywords
mandrel
plastic board
cardboard
board drain
compressed air
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
JP28994789A
Other languages
Japanese (ja)
Other versions
JP2544668B2 (en
Inventor
Nobuaki Ichikawa
市川 宣明
Yoshinori Watanabe
好則 渡辺
Yoshio Yoshikawa
吉川 好勇
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.)
Chiyoda Corp
Chiyoda Chemical Engineering and Construction Co Ltd
Original Assignee
Chiyoda Corp
Chiyoda Chemical Engineering and Construction Co Ltd
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 Chiyoda Corp, Chiyoda Chemical Engineering and Construction Co Ltd filed Critical Chiyoda Corp
Priority to JP1289947A priority Critical patent/JP2544668B2/en
Publication of JPH03151411A publication Critical patent/JPH03151411A/en
Application granted granted Critical
Publication of JP2544668B2 publication Critical patent/JP2544668B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Landscapes

  • Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)

Abstract

PURPOSE:To prevent soil grain from entering a mandrel by providing a cardboard body formed by sealing the outside of a plastic core material with a nonwoven fabric as a filter in a mandrel, feeding compressed air thereto and pressurizing the same. CONSTITUTION:An apparatus for a plastic bond drain method comprises a mandrel 1, a cardboard 2, an exhaust pipe 5, an exhaust valve 6 and a pressure hose 7 and a winch 8. The cardboard 2 is formed on the outside of a core 4 in such a manner as to be sealed with a filter 3. An exhaust valve 6 is fitted to the upper portion of the mandrel 1 through a pressure hose 7 and an exhaust pipe 5, thereby preventing compressed air from diffusing from the upper end of the mandrel 1 into the air. Subsequently, the air pressure is put in a pressurized state by feeding the compressed air about 5-7kg/cm<2> into the mandrel 1. Thus, soil grain can be prevented from entering through an opening of the mandrel 1.

Description

【発明の詳細な説明】 〈産業上の利用分野〉 本発明は粘性土地盤の脱水を促進する目的のために軟弱
地盤の改良工法に関するものであって特にプラスチック
ボードドレーン工法におけるプラスチックボードドレー
ンの打設方法に関し、軟弱地盤中にプラスチックのコア
材と、そのコア材の外側にフィルターとして不織布で封
印するような形状であるカードボード体を設ける方法に
関わるものである。
[Detailed Description of the Invention] <Industrial Application Field> The present invention relates to a construction method for improving soft ground for the purpose of promoting dewatering of cohesive soil, and particularly relates to a construction method for improving soft ground in the plastic board drain construction method. Regarding the installation method, it involves a method of installing a plastic core material in soft ground and a cardboard body having a shape that is sealed with a nonwoven fabric as a filter on the outside of the core material.

〈従来の技術とその問題点〉 従来のプラスチックボードドレーン工法においてはカー
ドボードの先端にアンカープレートを取り付けた後、マ
ンドレル1を地盤中に押し込み、所定の深さまで打設後
、打設された前記マンドレルlを引抜き、そこで引抜き
作業の完了時カッターによりカードボードの適切な位置
を切断する工程にて施工されてきた。このような場合マ
ンドレルの土中への押込みあるいは引抜きの過程におい
て前記マンドレル1の先端の開口部から水あるいは土粒
子がマンドレルの中に浸入する現象が見られた。特に引
抜き時に土粒子が浸入した場合にはカードボード体のフ
ィルターが破損することもあり、さらに著しい場合には
破損した部分の上部に位置するフィルターが全部前記マ
ンドレル1の先端の開口部に詰まることさえ生じる。そ
の結果このように開口部にフィルターが詰まる現象はプ
ラスチックドレーン工法の性能を害するばかりでなく皆
無にすることさえあり、そのようになることはきわめて
問題である。そして特に砂層との互層になっている地盤
では上述のような現象が生じ易く、非常に不安があった
<Conventional technology and its problems> In the conventional plastic board drain construction method, after attaching an anchor plate to the tip of the cardboard, the mandrel 1 is pushed into the ground, and after driving to a predetermined depth, the Construction has been carried out by pulling out the mandrel l, and then cutting the cardboard at the appropriate position using a cutter when the pulling operation is completed. In such cases, a phenomenon was observed in which water or soil particles entered the mandrel through the opening at the tip of the mandrel 1 during the process of pushing or pulling the mandrel into the soil. In particular, if soil particles infiltrate during extraction, the filter of the cardboard body may be damaged, and in more serious cases, the entire filter located above the damaged part may become clogged in the opening at the tip of the mandrel 1. even occurs. As a result, the phenomenon in which the filter becomes clogged in the opening not only impairs the performance of the plastic drain construction method, but can even completely eliminate it, and this occurrence is extremely problematic. In particular, the above-mentioned phenomenon is likely to occur in the ground, which has alternating layers with sand layers, which is extremely worrying.

〈課題を解決するための手段〉 上記目的を達成するために本発明においてはマンドレル
1の内部に圧さ(空気を送入して加圧空気を充満させる
かあるいはマンドレル1の内部に水を注ぎその水をある
高さまで充填して、周囲の土粒子がマンドレルlの開口
部を通して中に進入するのを防止するものである。特に
圧さく空気を利用する場合は圧力調整器或は流量調整器
付コンプレッサーを用いることにより所望の圧力と流量
を適切にコントロールすることが可能である。
<Means for Solving the Problems> In order to achieve the above object, in the present invention, the inside of the mandrel 1 is filled with pressurized air or the inside of the mandrel 1 is filled with pressurized air, or water is poured into the inside of the mandrel 1. Fill the mandrel with water to a certain level to prevent surrounding soil particles from entering the mandrel through the opening.Especially when compressed air is used, a pressure regulator or flow regulator is required. By using an attached compressor, it is possible to appropriately control the desired pressure and flow rate.

〈実施例〉 コンプレッサーを用いてそのコンプレッサーの吐出口と
圧力ホースを結び、その圧力ホースをマンドレル1の上
端部に接続する。そしてマンドレルlの最上端部に適切
な排気弁を取り付けることによりマンドレル1の最上端
部から圧さく空気が大気中に所定圧以下では放散しない
ようにする。
<Example> Using a compressor, a discharge port of the compressor and a pressure hose are connected, and the pressure hose is connected to the upper end of the mandrel 1. By attaching a suitable exhaust valve to the uppermost end of the mandrel 1, the air compressed from the uppermost end of the mandrel 1 is prevented from dissipating into the atmosphere below a predetermined pressure.

圧さ(空気圧は5乃至7 kg/cm”程度とする。Air pressure (air pressure should be approximately 5 to 7 kg/cm").

〈発明の効果〉 本発明は上記のように構成したので以下に述べる効果を
達成することができる。
<Effects of the Invention> Since the present invention is configured as described above, the following effects can be achieved.

前記マンドレル先端の開口部から土粒子が浸入すること
が少ないので、土粒子によりフィルター材が破損するこ
とが少なくなる。従って所定の状態でカードボード体を
地盤中に打設することが可能−となり、ドレーン効果も
期待できる。
Since soil particles are less likely to enter through the opening at the tip of the mandrel, the filter material is less likely to be damaged by soil particles. Therefore, it becomes possible to drive the cardboard body into the ground in a predetermined condition, and a drain effect can also be expected.

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

第1図は本願発明を施したプラスチックボードドレーン
工法に関わる全装置を示した概念図であり、第2図は第
1図に示したマンドレル先端部の部分拡大図であり、第
3図は第1図に示したカードボード体の斜視図である。 マンドレル カードボード体 フィルター コア 排気管 排気弁 圧力ホース ウインチ
Fig. 1 is a conceptual diagram showing all the equipment related to the plastic board drain construction method according to the present invention, Fig. 2 is a partially enlarged view of the tip of the mandrel shown in Fig. 1, and Fig. 2 is a perspective view of the cardboard body shown in FIG. 1. FIG. Mandrel Card Board Body Filter Core Exhaust Pipe Exhaust Valve Pressure Hose Winch

Claims (1)

【特許請求の範囲】 1 マンドレル1内に流体圧をかけて加圧状態にするこ
とにより外部の土粒子がマンドレルの中に浸入しえない
ようにすることを特徴とするプラスチックボードドレー
ン工法におけるプラスチックボードドレーンの打設方法 2 マンドレル1の内部に圧さく空気を充満するか、あ
るいは水等の液体をマンドレル1のある高さまで充填す
ることによって前記マンドレル1の先端から土粒子がマ
ンドレル1の内部に浸入するのを防ぐ特許請求の範囲1
記載のプラスチックボードドレーン工法におけるプラス
チックボードドレーンの打設方法
[Claims] 1. A plastic board drain construction method characterized by applying fluid pressure inside the mandrel 1 to create a pressurized state to prevent external soil particles from penetrating into the mandrel. Board drain installation method 2 By filling the inside of the mandrel 1 with pressurized air or filling the mandrel 1 with liquid such as water to a certain height, soil particles are poured into the inside of the mandrel 1 from the tip of the mandrel 1. Claim 1: Preventing infiltration
How to install a plastic board drain in the described plastic board drain construction method
JP1289947A 1989-11-09 1989-11-09 Placing method of plastic board drain Expired - Lifetime JP2544668B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1289947A JP2544668B2 (en) 1989-11-09 1989-11-09 Placing method of plastic board drain

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1289947A JP2544668B2 (en) 1989-11-09 1989-11-09 Placing method of plastic board drain

Publications (2)

Publication Number Publication Date
JPH03151411A true JPH03151411A (en) 1991-06-27
JP2544668B2 JP2544668B2 (en) 1996-10-16

Family

ID=17749798

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1289947A Expired - Lifetime JP2544668B2 (en) 1989-11-09 1989-11-09 Placing method of plastic board drain

Country Status (1)

Country Link
JP (1) JP2544668B2 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO1999047755A1 (en) * 1998-03-16 1999-09-23 Toyoha Mining Co. Ltd. Consolidation deposition method of materials containing moisture at deposition site
JP2021156111A (en) * 2020-03-30 2021-10-07 国立大学法人京都大学 Consolidation acceleration system in soft ground

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS54110611A (en) * 1978-02-17 1979-08-30 Saeki Kensetsu Kogyo Kk Drain material installing method in soft ground improvement and installing pipe
JPS60203725A (en) * 1984-03-28 1985-10-15 Tatsuo Morimoto Inspecting device for driving of drain board for improving soft ground

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS54110611A (en) * 1978-02-17 1979-08-30 Saeki Kensetsu Kogyo Kk Drain material installing method in soft ground improvement and installing pipe
JPS60203725A (en) * 1984-03-28 1985-10-15 Tatsuo Morimoto Inspecting device for driving of drain board for improving soft ground

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO1999047755A1 (en) * 1998-03-16 1999-09-23 Toyoha Mining Co. Ltd. Consolidation deposition method of materials containing moisture at deposition site
JP2021156111A (en) * 2020-03-30 2021-10-07 国立大学法人京都大学 Consolidation acceleration system in soft ground

Also Published As

Publication number Publication date
JP2544668B2 (en) 1996-10-16

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