JP2775609B2 - Water collection method and water collection structure - Google Patents

Water collection method and water collection structure

Info

Publication number
JP2775609B2
JP2775609B2 JP21322296A JP21322296A JP2775609B2 JP 2775609 B2 JP2775609 B2 JP 2775609B2 JP 21322296 A JP21322296 A JP 21322296A JP 21322296 A JP21322296 A JP 21322296A JP 2775609 B2 JP2775609 B2 JP 2775609B2
Authority
JP
Japan
Prior art keywords
pipe
water collecting
casing
casing pipe
fixing
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.)
Expired - Fee Related
Application number
JP21322296A
Other languages
Japanese (ja)
Other versions
JPH1037175A (en
Inventor
要介 田代
芳則 高橋
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.)
OKUYAMA BOORINGU KK
Original Assignee
OKUYAMA BOORINGU 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 OKUYAMA BOORINGU KK filed Critical OKUYAMA BOORINGU KK
Priority to JP21322296A priority Critical patent/JP2775609B2/en
Publication of JPH1037175A publication Critical patent/JPH1037175A/en
Application granted granted Critical
Publication of JP2775609B2 publication Critical patent/JP2775609B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は地すべり防止工法の
中の横孔ボーリング排水による地下水の集水技術に関す
る。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a technique for collecting groundwater by horizontal hole boring drainage in a landslide prevention method.

【0002】[0002]

【従来の技術】地すべり防止工法の中でシラスや砂質土
層に対する横孔ボーリング排水においては、変動によっ
て緩くなっている移動土塊を掘削するものであるから、
従来工法のように単にケーシングパイプに集水パイプを
挿入して埋設し、予定の計画深度まで埋設後ケーシング
パイプを抜管する方法では、ケーシングパイプと集水パ
イプの空隙に地下水の流動等により土砂が充填され、ケ
ーシングパイプのみを簡易に抜管できない問題を内在し
ていた。
2. Description of the Related Art In a landslide prevention method, in draining a horizontal hole in a shirasu or sandy soil layer, a moving earth mass loosened due to fluctuations is excavated.
As in the conventional method, the water collection pipe is simply inserted into the casing pipe and buried, and then buried to the planned depth, and then the casing pipe is removed. There is an inherent problem that only the casing pipe can be easily removed after filling.

【0003】[0003]

【発明が解決しようとする課題】本発明は上記に鑑み、
集水パイプ挿入後ケーシングパイプが簡易に抜管できる
集水工法と集水構造を提供するものである。
SUMMARY OF THE INVENTION The present invention has been made in view of the above,
It is an object of the present invention to provide a water collecting method and a water collecting structure in which a casing pipe can be easily removed after a water collecting pipe is inserted.

【0004】[0004]

【課題を解決するための手段】第1発明の集水工法は、
ケーシングパイプを挿入しながら予定深度までボーリン
グし、該ケーシングパイプを予定深度まで挿入したら、
インナーロッドを抜き取り、次いで、多数の水抜き孔を
周設し、先端を開口した短尺の定着用パイプを前記ケー
シングパイプの内部に挿入するとともに、該定着用パイ
プの先端部をケーシングパイプより突出して所要長さ地
山に打込み、続いてケーシングパイプの内部に、多数の
水抜き孔を周設し、閉塞した先端にアンカー体を突設し
て成る集水パイプを挿入するとともに、該集水パイプ先
端のアンカー体を定着用パイプの内部に充填された土砂
に打込み、負のダイラタンシー(dilatancy )により定
着用パイプの内部間の土砂及びケーシングパイプより突
出している定着用パイプの外周部の土砂の締め込みの強
化を図り、締め込み強化後、ケーシングパイプを抜管し
て成る。
The water collecting method according to the first invention comprises:
Boring to the planned depth while inserting the casing pipe, and after inserting the casing pipe to the planned depth,
Withdrawing the inner rod, then a number of drain holes are provided around, and a short fixing pipe with an open end is inserted into the casing pipe, and the tip of the fixing pipe projects from the casing pipe. It is driven into the ground for the required length, and then a number of drain holes are provided around the inside of the casing pipe, and a water collecting pipe formed by projecting an anchor body at the closed end is inserted. The anchor body at the tip is driven into the earth and sand filled inside the anchoring pipe, and the soil between the interior of the anchoring pipe and the outer periphery of the anchoring pipe protruding from the casing pipe are tightened by negative dilatancy. After tightening the casing, the casing pipe is removed.

【0005】第2発明の集水構造は、多数の水抜き孔を
周設し、先端を開口して地山の所定深度より先方に横設
された短尺の定着用パイプと、所要長さの長尺なパイプ
本体の外周に多数の水抜き孔を周設し、閉塞した先端に
突設したアンカー体を該定着用パイプの内部に充填され
た土砂に打込んで成る集水パイプとから成る。
A water collecting structure according to a second aspect of the present invention has a short fixing pipe having a plurality of drain holes formed therearound and having a leading end opened and provided horizontally ahead of a predetermined depth of the ground. A water collecting pipe in which a number of drain holes are provided around the outer periphery of a long pipe main body, and an anchor body projecting from the closed end is driven into earth and sand filled inside the fixing pipe. .

【0006】[0006]

【発明の実施の形態】定着用パイプの先端は地山への打
込みを考慮すれば、斜めに開口するのが好適であり、同
様に集水パイプの先端に一体のアンカー体の先端も平面
形状をV字状に成形するとともに、側面形状においては
上下に渡って扇状(ばち形)に成形するのが好適であ
る。また、定着用パイプと集水パイプに多数周設する水
抜き孔は、4列千鳥状にして軸心方向にピッチ100m
m、直径5mmから10mmの範囲で貫設するのが好適であ
る。
BEST MODE FOR CARRYING OUT THE INVENTION The tip of a fixing pipe is preferably opened obliquely in consideration of driving into the ground, and similarly, the tip of an anchor unit integrated with the tip of a water collecting pipe is also planar. Is preferably formed in a V-shape, and in a side shape, it is preferably formed in a fan shape (stick shape) extending vertically. In addition, the drainage holes provided around the fixing pipe and the water collecting pipe are staggered in four rows in a pitch of 100 m in the axial direction.
m, it is preferable to penetrate in the range of 5 mm to 10 mm in diameter.

【0007】[0007]

【実施例】本発明を実施例により説明すると、図2に示
すように、先ず横向きに直径90mm、所要長さ(長さ1
mのものを所要本数接続した長さ)のケーシングパイプ
1を地山に挿入しながら、予定深度(通常50m)まで
ボーリングし、該ケーシングパイプ1を予定深度まで挿
入したら、インナーロッド(図外)を抜き取り、次いで
図3に示すように、先端を斜めに切断して開口し、外周
に4列千鳥状に軸心方向のピッチを100mm、直径10
mmとして多数の水抜き孔2を周設した長さ1m、直径8
0mmの短尺な定着用パイプ3を前記ケーシングパイプ1
の内部に挿入するとともに、該定着用パイプ3をケーシ
ングパイプ1より所要長さ(全長のこともある)突出し
て地山に打込み、続いて図4に示すように、パイプ本体
の外周に前記水抜き孔2より小径の直径5mmにして軸心
方向のピッチを100mmとした水抜き孔4をより小径の
直径5mmにして軸心方向のピッチを100mmとした水抜
き孔4を4列千鳥状に多数周設し、閉塞した先端に先端
形状が平面形状V字形で、側面形状ばち形のアンカー体
5を突設して成る所要長さ(長さ略2mのものを所要本
数接続した長さ)で直径2インチの集水パイプ6をケー
シングパイプ1の内部に挿入するとともに、該集水パイ
プ6先端のアンカー体5を定着用パイプ3の内部に充填
された土砂に打込み、負のダイラタンシー(dilatancy
)により、定着用パイプ3の内部間(定着用パイプ3
の内面とアンカー体5の外面間)の土砂及びケーシング
パイプ1より突出している定着用パイプ3の突出部分の
外周部における土砂の締め込みが強化され、締め込み強
化後、ケーシングパイプ1を抜管して図1に示すよう
に、集水構造aが構築されるものである。この場合、定
着用パイプ3は地下水を水抜き孔2より内部に集水する
とともに、集水パイプ6を介して排水するから、前記の
ように負のダイラタンシーにより地山に強力に締め込ま
れ、したがって、ケーシングパイプ1の抜管時には該ケ
ーシングパイプ1と共に抜け出ることなく、しかもケー
シングパイプ1と集水パイプ6間には十分な空隙が形成
されるものであるから抜管抵抗は小さいものとなり、該
ケーシングパイプ1のみが簡易に抜管される。
DESCRIPTION OF THE PREFERRED EMBODIMENTS The present invention will be described by way of an embodiment. First, as shown in FIG.
m), while boring the casing pipe 1 to a predetermined depth (usually 50 m) while inserting the casing pipe 1 of the required number of pieces into the ground, and inserting the casing pipe 1 to the predetermined depth, an inner rod (not shown) Then, as shown in FIG. 3, the tip is cut obliquely and opened, and the outer periphery is arranged in four rows in a staggered manner with a pitch in the axial direction of 100 mm and a diameter of 10 mm.
1m long, 8 diameter with many drain holes 2 around
0 mm of the fixing pipe 3 is fixed to the casing pipe 1.
The fixing pipe 3 is protruded from the casing pipe 1 by a required length (may be the entire length) and is driven into the ground. Then, as shown in FIG. The drain holes 4 having a diameter of 5 mm smaller than the drain holes 2 and a pitch of 100 mm in the axial direction are formed in a zigzag manner. A required length (a required number of approximately 2 m-length anchored parts connected to a closed end, with a flat V-shaped end and a laterally shaped dovetail-shaped anchor body 5 projecting from the closed end) ), A water collecting pipe 6 having a diameter of 2 inches is inserted into the casing pipe 1, and the anchor 5 at the tip of the water collecting pipe 6 is driven into earth and sand filled inside the fixing pipe 3, and a negative dilatancy ( dilatancy
), The inside of the fixing pipe 3 (the fixing pipe 3
Between the inner surface of the anchor pipe 5 and the outer surface of the anchor body 5) and the outer periphery of the protruding portion of the fixing pipe 3 protruding from the casing pipe 1 are tightened. As shown in FIG. 1, a water collecting structure a is constructed. In this case, the fixing pipe 3 collects the groundwater into the drainage hole 2 and drains the water through the water collection pipe 6, so that the fixing pipe 3 is strongly tightened into the ground by the negative dilatancy as described above. Therefore, when the casing pipe 1 is removed, the casing pipe 1 does not come out together with the casing pipe 1 and a sufficient gap is formed between the casing pipe 1 and the water collecting pipe 6, so that the removal resistance is small. Only 1 is easily extubated.

【0008】[0008]

【発明の効果】以上のように本発明によれば、予定深度
より先方に打込まれる定着用パイプの内部に、該定着用
パイプより小径の集水パイプ先端のアンカー体を打込む
ことにより、定着用パイプの内部に充填された土砂及び
外周部の土砂が負のダイラタンシーによって締め込ま
れ、該定着用パイプが地山に強固に定着されるから、集
水パイプを固定するための機材や動力が不要となり、ケ
ーシングパイプを簡易に抜管できるとともに、集水構造
を省力的且つ能率的に構築できる効果がある。
As described above, according to the present invention, the anchor at the tip of the water collecting pipe having a smaller diameter than the fixing pipe is driven into the fixing pipe which is driven ahead of the predetermined depth. The earth and sand filled inside the anchoring pipe and the earth and sand at the outer peripheral portion are tightened by negative dilatancy, and the anchoring pipe is firmly anchored on the ground, so that the equipment and power for fixing the water collecting pipe And the casing pipe can be easily removed, and the water collecting structure can be labor-saving and efficiently constructed.

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

【図1】本発明に係わる集水工法により構築された集水
構造aの要部の縦断面図。
FIG. 1 is a longitudinal sectional view of a main part of a water collecting structure a constructed by a water collecting method according to the present invention.

【図2】ケーシングパイプ1を地山に挿入した状態の縦
断面図。
FIG. 2 is a longitudinal sectional view showing a state where the casing pipe 1 is inserted into the ground.

【図3】ケーシングパイプ1と定着用パイプ3との関係
を示した縦断面図。
FIG. 3 is a longitudinal sectional view showing a relationship between a casing pipe 1 and a fixing pipe 3;

【図4】定着用パイプ3に集水パイプ6のアンカー体5
を打込んだ状態の縦断面図。
FIG. 4 shows an anchor 5 of a water collecting pipe 6 on a fixing pipe 3
FIG.

【符号の説明】[Explanation of symbols]

1 ケーシングパイプ 2 水抜き孔 3 定着用パイプ 4 水抜き孔 5 アンカー体 6 集水パイプ a 集水構造 DESCRIPTION OF SYMBOLS 1 Casing pipe 2 Drain hole 3 Fixing pipe 4 Drain hole 5 Anchor body 6 Water collecting pipe a Water collecting structure

───────────────────────────────────────────────────── フロントページの続き (58)調査した分野(Int.Cl.6,DB名) E02D 3/10 101 E02B 11/00──────────────────────────────────────────────────続 き Continuation of the front page (58) Field surveyed (Int.Cl. 6 , DB name) E02D 3/10 101 E02B 11/00

Claims (2)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 ケーシングパイプを挿入しながら予定深
度までボーリングし、該ケーシングパイプを予定深度ま
で挿入したら、インナーロッドを抜き取り、次いで、多
数の水抜き孔を周設し、先端を開口した短尺の定着用パ
イプを前記ケーシングパイプの内部に挿入するととも
に、該定着用パイプの先端部をケーシングパイプより突
出して所要長さ地山に打込み、続いてケーシングパイプ
の内部に、多数の水抜き孔を周設し、閉塞した先端にア
ンカー体を突設して成る集水パイプを挿入するととも
に、該集水パイプ先端のアンカー体を定着用パイプの内
部に充填された土砂に打込み、負のダイラタンシー(di
latancy )により定着用パイプの内部間の土砂及びケー
シングパイプより突出している定着用パイプの外周部の
土砂の締め込みの強化を図り、締め込み強化後、ケーシ
ングパイプを抜管して成る集水工法。
1. A boring to a predetermined depth while inserting a casing pipe. When the casing pipe is inserted to the predetermined depth, an inner rod is withdrawn, and then a large number of drain holes are provided around the short pipe, and a short end having an open end is provided. A fixing pipe is inserted into the casing pipe, and a tip end of the fixing pipe projects from the casing pipe and is driven into a ground for a required length. Subsequently, a number of drain holes are formed inside the casing pipe. A water collecting pipe formed by projecting an anchor body at the closed end is inserted, and the anchor body at the end of the water collecting pipe is driven into earth and sand filled inside the anchoring pipe, and a negative dilatancy (di
latancy) is a water collecting method in which the sand between the inside of the fixing pipe and the outer periphery of the fixing pipe protruding from the casing pipe is tightened, and after the tightening is strengthened, the casing pipe is removed.
【請求項2】 多数の水抜き孔を周設し、先端を開口し
て地山の予定深度より先方に横設された短尺の定着用パ
イプと、所要長さの長尺なパイプ本体の外周に多数の水
抜き孔を周設し、閉塞した先端に突設したアンカー体を
該定着用パイプの内部に充填された土砂に打込んで成る
集水パイプとから成る集水構造。
2. A short fixing pipe having a number of drain holes formed therearound, and having a leading end opened and disposed laterally beyond a predetermined depth of the ground, and an outer periphery of a long pipe body having a required length. And a water collecting pipe formed by driving a plurality of drain holes around the anchor and projecting an anchor projecting from the closed end into earth and sand filled in the fixing pipe.
JP21322296A 1996-07-23 1996-07-23 Water collection method and water collection structure Expired - Fee Related JP2775609B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP21322296A JP2775609B2 (en) 1996-07-23 1996-07-23 Water collection method and water collection structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP21322296A JP2775609B2 (en) 1996-07-23 1996-07-23 Water collection method and water collection structure

Publications (2)

Publication Number Publication Date
JPH1037175A JPH1037175A (en) 1998-02-10
JP2775609B2 true JP2775609B2 (en) 1998-07-16

Family

ID=16635564

Family Applications (1)

Application Number Title Priority Date Filing Date
JP21322296A Expired - Fee Related JP2775609B2 (en) 1996-07-23 1996-07-23 Water collection method and water collection structure

Country Status (1)

Country Link
JP (1) JP2775609B2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105569727A (en) * 2016-01-19 2016-05-11 德阳凯达门业有限公司 Drainage pipe system

Also Published As

Publication number Publication date
JPH1037175A (en) 1998-02-10

Similar Documents

Publication Publication Date Title
JP2775609B2 (en) Water collection method and water collection structure
JP3917730B2 (en) Blasting method
JP2826656B2 (en) Water collection method
JP3875398B2 (en) Anchor burial method
KR100932952B1 (en) Piles that have variable end
JP3015935B2 (en) Drilling equipment for foundation ground
JP3113445U (en) fence
JP2018119397A (en) Drain pipe and method for implanting the same
JPH0791933B2 (en) Ground improvement device
JPH09256353A (en) Ground liquefaction prevention method and water cylinder and burying method thereof
JP3836201B2 (en) Drain pipe embedding method and drain pipe embedding device used in the method
JPH08269970A (en) Boring device for foundation ground and method for execution of works in foundation ground
JP3035590B2 (en) Drilling equipment for foundation ground
JP3019988B2 (en) Auger for hard ground excavation
CA2372107C (en) Screw-type, in-ground anchor device
JP2003336254A (en) Concrete pile and construction method of foundation structure by use thereof
JPS6131246B2 (en)
JP2879135B2 (en) Drilling method and equipment for foundation ground
JPH09273140A (en) Preventive method of liquefaction of ground
JPH0796780B2 (en) Stabilization structure of cut slope and stabilization method
JPH11303118A (en) Surveying post hole drilling tool
JPH08199568A (en) Foundation pile driving method and foundation pile
JPH10159078A (en) Drain pipe and dewatering method of soft ground
JP2004156381A (en) Ground improvement method
JP2582724B2 (en) Drilling equipment for foundation ground

Legal Events

Date Code Title Description
R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20090501

Year of fee payment: 11

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20100501

Year of fee payment: 12

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20110501

Year of fee payment: 13

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20120501

Year of fee payment: 14

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20130501

Year of fee payment: 15

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20140501

Year of fee payment: 16

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

LAPS Cancellation because of no payment of annual fees