JPS60215914A - Soft ground draining work and multi-faced paper draining material therefor - Google Patents

Soft ground draining work and multi-faced paper draining material therefor

Info

Publication number
JPS60215914A
JPS60215914A JP7101484A JP7101484A JPS60215914A JP S60215914 A JPS60215914 A JP S60215914A JP 7101484 A JP7101484 A JP 7101484A JP 7101484 A JP7101484 A JP 7101484A JP S60215914 A JPS60215914 A JP S60215914A
Authority
JP
Japan
Prior art keywords
drain
drain material
paper
casing
soft ground
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
JP7101484A
Other languages
Japanese (ja)
Other versions
JPH0229805B2 (en
Inventor
Toshio Hiroshima
広島 利夫
Mamoru Tamura
守 田村
Mikio Sakaizumi
酒泉 幹雄
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.)
NISSHIN CHIKA KAIHATSU KOGYO KK
Kajima Corp
Fudo Tetra Corp
Original Assignee
NISSHIN CHIKA KAIHATSU KOGYO KK
Kajima Corp
Fudo 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 NISSHIN CHIKA KAIHATSU KOGYO KK, Kajima Corp, Fudo Construction Co Ltd filed Critical NISSHIN CHIKA KAIHATSU KOGYO KK
Priority to JP7101484A priority Critical patent/JPS60215914A/en
Publication of JPS60215914A publication Critical patent/JPS60215914A/en
Publication of JPH0229805B2 publication Critical patent/JPH0229805B2/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
    • E02D3/02Improving by compacting
    • E02D3/10Improving by compacting by watering, draining, de-aerating or blasting, e.g. by installing sand or wick drains
    • E02D3/103Improving by compacting by watering, draining, de-aerating or blasting, e.g. by installing sand or wick drains by installing wick drains or sand bags

Abstract

PURPOSE:To reduce the cost of soft ground draining work by driving a multi- faced paper drain material having multi-faced water absortive faces to be shaped into a cross-shaped form at its central axis line when absorbing water into the soft ground. CONSTITUTION:A paper drain material 2a is formed by bonding or sewing drain papers 2C of a cross-shaped form at its central axis line O-O at the central axis line. When the material 2a is inserted into a casing 1, it is guided into a guide hole 4, opened into a cross-shaped form 2b from the flat plate form slowly, and inserted into the drain hole 5. When pulling up the casing 1, the material 2b to be sensed of the draining material 2 is detected by a sensor 3 unless the material 2 is pulled up with the casing 1 for confirming the staying of the drain material 2.

Description

【発明の詳細な説明】 本発明は、軟弱地盤ドレーン工法および該工法に用いる
多面式ペーパードレーン材に関するものである。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a soft ground drain construction method and a multifaceted paper drain material used in the construction method.

(従来技術と本発明の目的、構成) 従来の軟弱地盤ドレーン工法に用いるペーパードレーン
材は一枚の平板状である。しかし、一枚の平板状のペー
パードレーン材では、その−面にしか吸水面を持たない
ため、ドレーン孔内での吸水量は当然限定を受ける。
(Prior Art and Object and Structure of the Present Invention) The paper drain material used in the conventional soft ground drain construction method is in the form of a single flat plate. However, since a single sheet of flat paper drain material has a water absorbing surface only on its negative side, the amount of water absorbed within the drain hole is naturally limited.

本発明はこのような一文字状のペーパードレーン材をド
レーン孔内に収容できる多面構造きし、一本のペーパー
ドレーン材の吸水量を増大しようとするものである。
The present invention aims to increase the amount of water absorbed by a single piece of paper drain material by creating a multifaceted structure that can accommodate such a single-letter paper drain material in the drain hole.

(実施例の説BA) まづ図面の符号を追って本発明の詳細な説明する。(Example theory BA) First, the present invention will be described in detail following the reference numerals in the drawings.

1:ペーパードレーン材打設機のマンドレルでペーパー
ドレーン材2を挿入するガイド孔4を穿っている。
1: A guide hole 4 into which the paper drain material 2 is inserted is bored using a mandrel of a paper drain material casting machine.

2ニドレーン材で、第2図に示すように、中心軸線(0
−0)を中心として、十文字状のドレーン用ペーパー2
C,2C,2G 、2Cを接着またはミシン縫いして、
新→寺ミ、非(m1e心軸線(0−0)を中心として十
文字状のドレーン用ペーパー2C22c、2c、2cを
接着またはミシン縫いして、非吸水時は折り畳んで平板
状にしておく。
As shown in Fig. 2, the central axis (0
-0) in the center, cross-shaped drain paper 2
Glue or machine sew C, 2C, 2G, 2C,
New→terami, non-(m1e) Glue or machine sew drain paper 2C22c, 2c, 2c in a cross shape around the center axis line (0-0), and fold it into a flat plate when not absorbing water.

そして中心軸線(0−0)部分で、折れ曲り易いように
折れ目線2eを付け、くせをつけておく。この状態のド
レーン材を素材2aと称する。
Then, at the central axis line (0-0), a crease line 2e is provided to make it easier to bend, and a curl is formed. The drain material in this state is referred to as material 2a.

そしてこの平板状素材2aはケーシング1のガイド孔4
に挿入すると、該ガイド孔4に案内されて、十文字状の
ドレーン材2bとなる。またドレーン用ペーパー2cに
はそれぞれあるいはその一方に被感知体2fを所定間隔
に埋設し当初平板状のドレーン材素材1aを受け入れ、
ガイド孔4の下端では十文字状になるような形状となっ
ている。
This flat material 2a is the guide hole 4 of the casing 1.
When inserted, it is guided into the guide hole 4 and becomes a cross-shaped drain material 2b. In addition, sensing objects 2f are embedded in each or one of the drain papers 2c at predetermined intervals, and initially a flat plate-shaped drain material 1a is received.
The lower end of the guide hole 4 has a cross shape.

5ニドレーン孔で、十文字状のドレーン材2はドレーン
孔5に収容されるような多面構造とされる。
With five drain holes, the cross-shaped drain material 2 has a multifaceted structure such that it is accommodated in the drain hole 5.

6:打設機の先端コーンで十文字のガイド孔6aを穿っ
ている。
6: A cross-shaped guide hole 6a is bored with the tip cone of the pouring machine.

(実施例の説明) ヶー、ア、。(Explanation of Example) A, a,.

■ ペーパードレーン素材2aをセ=沖グ1に供給する
。素材2aは第2図のように中心軸線O−Oを中心きし
た十文字状のドレーン用ペーパー2cを、その中心軸線
O−0で接着もしくはミシン縫い2d しである。そし
て接着もしくはミシン縫い2dの近傍−側に折れ目線’
;le 、 2eを附して、この折れ目線2e、2eを
中心さして各々のドレーン用ペーパー2c、2cが折れ
易いくせをつけておく。
■ Supply paper drain material 2a to Se-Okigu 1. The material 2a is made by gluing or sewing 2d a cross-shaped drain paper 2c centered on the central axis O-O as shown in FIG. 2 along the central axis O-0. Then, there is a crease line on the - side near glued or machine-stitched 2d.
;le, 2e are attached, and each drain paper 2c, 2c is shaped so that it is easy to break, with the crease line 2e, 2e as the center.

■ ドレーン材素材2aをケーシング1に挿入すると、
ドレーン材素材2aはガイド孔4に案内されて、第1図
に示す平板状から十文字状に遂次間いて、ゆきついには
ドレーン孔5に十文字状2bとなって挿入される。
■ When the drain material material 2a is inserted into the casing 1,
The drain material material 2a is guided through the guide hole 4, and is successively inserted into the drain hole 5 in the shape of a cross from the flat plate shown in FIG.

■ ドレーン材2をケーシング1とともにドレーン孔5
内に挿入した後、(第5図■)第5図■の ′ように、
ケーシング1を引揚げる。
■ Insert drain material 2 into drain hole 5 together with casing 1.
(Fig. 5 ■) As shown in Fig. 5 ■,
Pull up casing 1.

このときケーシング1のドレーン材2が平板状のま\で
ある部分に感知装置3を設けておく。したがって、ドレ
ーン材2がケーシング1と共上りしなければ感知装置3
はドレーン材2の被感知体2fを感知し、ドレーン材2
が共上りしていないことを検知することができる。
At this time, a sensing device 3 is provided in a portion of the casing 1 where the drain material 2 is a flat plate. Therefore, if the drain material 2 does not rise together with the casing 1, the sensing device 3
senses the sensed object 2f of the drain material 2, and the drain material 2
It is possible to detect that the values are not rising together.

またドレーン材2が共上りすれば感知装置3はドレーン
材2の被感知体2fを感知しないので、共上りしている
ことを感知する。
Moreover, if the drain material 2 goes up together, the sensing device 3 does not sense the sensed body 2f of the drain material 2, so it senses that the drain material 2 goes up together.

また本発明では感知装置3をドレーン材2が平板状にあ
る位置に設けであるので、従来と同様にドレーン材2の
共上りしたかしないかを検知することができる。もし、
ドレーン材2が十文字状となる部分に感知装置3を設け
たとすれば、ケーシング1の構造が複雑となり、好まし
くない。
Further, in the present invention, since the sensing device 3 is provided at a position where the drain material 2 is in a flat plate shape, it is possible to detect whether or not the drain material 2 has come up together, as in the conventional case. if,
If the sensing device 3 is provided in the cross-shaped portion of the drain material 2, the structure of the casing 1 will become complicated, which is not preferable.

また先端コーン6にはドレーン材2bの十文字状の形状
を保つための十文字状のガイド孔6aが設けである。先
端コーン6が無いと十文字状のFレーン材2bの形状が
、ケーシング1の引き抜きの際保てなくなることがある
Further, the tip cone 6 is provided with a cross-shaped guide hole 6a for maintaining the cross-shaped shape of the drain material 2b. Without the tip cone 6, the shape of the cross-shaped F lane material 2b may not be maintained when the casing 1 is pulled out.

■ 本発明ドレーン材2は第6図■■のように、4枚の
ル−ン用ペーパー2Cの/I61、/I62、屑3、/
I64を貼合せて形成し、この際その接合中心軸線0−
0においてスリット7を接合部2d間に設けておく。そ
してスリット7の位置は第6図■■に示すようにAI、
42のペーノξ−と、應3、/I64のペーパーとの接
合部8の位置を中心軸線O=0方向に摺らずようにする
のが好ましい。
■ The drain material 2 of the present invention is made of four sheets of rune paper 2C /I61, /I62, waste 3, /
I64 is bonded together, and at this time, the bonding center axis 0-
0, a slit 7 is provided between the joint portions 2d. The position of the slit 7 is AI, as shown in Figure 6.
It is preferable that the position of the joint 8 between the peno ξ- of 42 and the paper of 3 and /I64 is made so that it does not slide in the central axis O=0 direction.

このようにスリット7を設けておくと、第7図のように
地盤Gの沈下したとき、ドレーン材2はこのスリット7
の部分が地盤沈下に順応して撓むのて、破壊することは
ない。したがって、地下水の毛細管現象は支障なく遂行
される。
By providing the slit 7 in this way, when the ground G subsides as shown in FIG.
This part will bend in response to ground subsidence and will not be destroyed. Therefore, capillary action of groundwater can be carried out without any problem.

■ 以上の実施例はドレーン材2の多面構造は十文字状
のものとして説明したが、十文字以外の三面、六面の多
面構造でも本発明は適用できるものである。
(2) Although the above embodiments have been described assuming that the drain material 2 has a cross-shaped multifaceted structure, the present invention can also be applied to a three-faced or six-faced multifaceted structure other than a cross.

(本発明の作用効果) ■ ドレーン材は十文字状などの多面体であるため、吸
水能力が従来の一文字状のドレーン材に比べて著るしく
増大する。したがって単位面積当りのドレーン材の打設
本数が少なくてすみ、地盤改良コストが著しく低下する
(Effects of the present invention) (1) Since the drain material has a polyhedral shape such as a cross shape, its water absorption capacity is significantly increased compared to the conventional drain material having a single character shape. Therefore, the number of drain materials placed per unit area can be reduced, and the ground improvement cost can be significantly reduced.

■ 感知装置3をドレーン材2が一文字状になる部分に
設けておくので、従来と同様の構造で、ドレーン材2が
共上りしたか否かを検知できる。
(2) Since the sensing device 3 is provided in the part where the drain material 2 forms a single letter, it can be detected whether or not the drain material 2 has risen together with the same structure as the conventional one.

もし、十文字状になる部分に感知装置3を設けると、ケ
ーシング−の構造が複雑になり好ましくない。
If the sensing device 3 is provided in the cross-shaped portion, the structure of the casing will become complicated, which is not preferable.

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

ら 第1図工本発明ドレーン材の作用説明図、第4図ニドレ
ーン孔5の平面図、 第5図■■:ケーシング1の作用説明図、第5図■:先
端コーン6の平面図、 第6図■■:本発明ドレーン材にスリット7を設けた場
合のスケルトン図、 第7図:同じくスリット7の作用説明図、1・・・・・
・ ケーシング、2・・川・ドレーン材、2a・・・・
・・平板状の素材、2b・旧・・十文字状のドレーン材
、2c・・印・ドレーン用ペーパー、2d・・・・・・
接着もしくはミシン縫い、2e・旧・・折れ目線、2f
・・・・・・被感知体、3・・・・・・感知装置、4・
・・・・・ドレーン材ガイド孔、5・・・用ドレーン孔
、6・・・・・・先端コーン、6a・旧・・ガイド孔、
7・川・・縦方向スリット、0−0・・・・・・中心軸
線。 @ ■ 0 Fl(33 104 106
Fig. 1 is an explanatory diagram of the action of the drain material of the present invention, Fig. 4 is a plan view of the drain hole 5, Fig. 5 is an explanatory diagram of the action of the casing 1, Fig. 5 is a plan view of the tip cone 6, Figure ■■: Skeleton diagram when the slit 7 is provided in the drain material of the present invention, Figure 7: Also an explanatory diagram of the action of the slit 7, 1...
・Casing, 2... River/drain material, 2a...
・・Flat material, 2b・Old・Cross-shaped drain material, 2c・・Mark・drain paper, 2d・・・・
Adhesive or machine stitch, 2e, old... crease line, 2f
... Sensed object, 3 ... Sensing device, 4.
... Drain material guide hole, 5... Drain hole, 6... Tip cone, 6a old... Guide hole,
7. River... Vertical slit, 0-0... Center axis line. @ ■ 0 Fl(33 104 106

Claims (1)

【特許請求の範囲】 ■ ケーシング(1)にペーパードレーン材(2)を挿
入するガイド孔(4)を設けた打設機で軟弱地盤中にペ
ーパードレーン材(2)を打設する軟弱地盤ドレーン工
法において、 吸水時においては中心軸線(0−0)を中心として十文
字状になる多面体の吸水面を有する多面式ペーパードレ
ーン材(2)を用い、かつ、前記ガイド孔(4)は、 前記多面式ペーパードレーン材(2)が、中心軸線(0
−0)を中心として折り畳まれ、一枚の平板状の素材(
2a)としてケーシング(1)のガイド孔(4)に挿入
された後、 ガイド孔(4)の下端に達すると、中心軸線(〇−〇)
を中心とした十文字状になるような形νに構成されてお
り、 ペーパードレーン材(2)はドレーン孔(5)内ニオい
て十文字状の多面の吸水面を持つようにした、ことを特
徴とする軟弱地盤ドレーン工法。 ■ 多面式ペーパードレーン材(2)に被感知体(2f
)を埋込み、かつ、ケーシング(1)のペーパードレー
ン材(2)が平板状の素材(2a)である位置に感知装
置(3)を設け、ペーパードレーン材(2)がケーシン
グ(1)と共上りするかしないかを検知するようにした
、 特許請求の範囲第1項記載の軟弱地盤ドレーン工法。 ■ 吸水時においては中心軸線(0−0)を中心として
十文字状になる多面体の吸水面を有する多面式ペーパー
ドレーン材であって、非吸水時においては中心軸線(0
−0)を中心として十文字状の多面体が折り畳まれ、一
枚の平板状になる、 ことを特徴とする軟弱地盤ドレーン工法に用いる多面式
ペーパードレーン材。 ■ 十文字状の多面体の中心軸線(0−0)に沿って断
続的にスリット(7)を有し、地盤の沈下したとき、地
盤の沈下にともなって撓むことができる、 特許請求の範囲第1項記載のペーパードレーン材。
[Claims] ■ A soft ground drain in which the paper drain material (2) is cast into soft ground using a casting machine provided with a guide hole (4) for inserting the paper drain material (2) into the casing (1). In the construction method, a polyhedral paper drain material (2) having a polyhedral water absorption surface that forms a cross shape around the central axis (0-0) when absorbing water is used, and the guide hole (4) The type paper drain material (2) is aligned with the center axis (0
-0) is folded into a single flat plate material (
After being inserted into the guide hole (4) of the casing (1) as 2a), when it reaches the lower end of the guide hole (4), the center axis line (〇-〇)
The paper drain material (2) is characterized by having a crisscross-shaped multi-sided water absorption surface that absorbs water inside the drain hole (5). Soft ground drain construction method. ■ Place the sensing object (2f) on the multifaceted paper drain material (2).
) is embedded, and the sensing device (3) is provided at a position where the paper drain material (2) of the casing (1) is a flat material (2a), and the paper drain material (2) is the same as the casing (1). The soft ground drain construction method according to claim 1, which detects whether or not the drain is going up. ■ It is a multifaceted paper drain material that has a polyhedral water absorption surface that forms a cross shape around the central axis (0-0) when water is absorbed, and when it does not absorb water, it is centered around the central axis (0-0).
A multifaceted paper drain material used in a soft ground drain construction method, characterized in that a cross-shaped polyhedron is folded around 0) to form a single flat plate. ■ It has slits (7) intermittently along the central axis (0-0) of the cross-shaped polyhedron, and can bend when the ground subsides. The paper drain material described in item 1.
JP7101484A 1984-04-11 1984-04-11 Soft ground draining work and multi-faced paper draining material therefor Granted JPS60215914A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP7101484A JPS60215914A (en) 1984-04-11 1984-04-11 Soft ground draining work and multi-faced paper draining material therefor

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP7101484A JPS60215914A (en) 1984-04-11 1984-04-11 Soft ground draining work and multi-faced paper draining material therefor

Publications (2)

Publication Number Publication Date
JPS60215914A true JPS60215914A (en) 1985-10-29
JPH0229805B2 JPH0229805B2 (en) 1990-07-03

Family

ID=13448225

Family Applications (1)

Application Number Title Priority Date Filing Date
JP7101484A Granted JPS60215914A (en) 1984-04-11 1984-04-11 Soft ground draining work and multi-faced paper draining material therefor

Country Status (1)

Country Link
JP (1) JPS60215914A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS61186612A (en) * 1985-02-14 1986-08-20 Tatsuo Morimoto Method and device of driving drain board
JPH0612524U (en) * 1992-07-14 1994-02-18 バンドー化学株式会社 Drain material
CN111501714A (en) * 2020-04-13 2020-08-07 陕西师范大学 Underground water dredging and controlling pipe for ancient site and using method thereof

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5367907A (en) * 1976-11-24 1978-06-16 Berg A P Ingbureau Method and device for driving tubular member into soil

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5367907A (en) * 1976-11-24 1978-06-16 Berg A P Ingbureau Method and device for driving tubular member into soil

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS61186612A (en) * 1985-02-14 1986-08-20 Tatsuo Morimoto Method and device of driving drain board
US4745979A (en) * 1985-02-14 1988-05-24 Kazuko Morimoto Method and apparatus for driving drain board
JPH0612524U (en) * 1992-07-14 1994-02-18 バンドー化学株式会社 Drain material
CN111501714A (en) * 2020-04-13 2020-08-07 陕西师范大学 Underground water dredging and controlling pipe for ancient site and using method thereof
CN111501714B (en) * 2020-04-13 2021-09-17 陕西师范大学 Underground water dredging and controlling pipe for ancient site and using method thereof

Also Published As

Publication number Publication date
JPH0229805B2 (en) 1990-07-03

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