JPH07305349A - Device for preventing tendon from rising together with ground anchor and method for construction - Google Patents

Device for preventing tendon from rising together with ground anchor and method for construction

Info

Publication number
JPH07305349A
JPH07305349A JP10106294A JP10106294A JPH07305349A JP H07305349 A JPH07305349 A JP H07305349A JP 10106294 A JP10106294 A JP 10106294A JP 10106294 A JP10106294 A JP 10106294A JP H07305349 A JPH07305349 A JP H07305349A
Authority
JP
Japan
Prior art keywords
tendon
casing pipe
tip
fixing
hole
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
Application number
JP10106294A
Other languages
Japanese (ja)
Inventor
Atsushi Mizutani
淳 水谷
Masaya Kamiyoshi
正弥 神吉
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.)
Teijin Ltd
Sumitomo Construction Co Ltd
Original Assignee
Teijin Ltd
Sumitomo 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 Teijin Ltd, Sumitomo Construction Co Ltd filed Critical Teijin Ltd
Priority to JP10106294A priority Critical patent/JPH07305349A/en
Publication of JPH07305349A publication Critical patent/JPH07305349A/en
Pending legal-status Critical Current

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  • Piles And Underground Anchors (AREA)

Abstract

PURPOSE:To prevent a tendon from rising together with a ground anchor as a casing pipe is pulled out. CONSTITUTION:This device for preventing a tendon from rising together with a ground anchor comprises a cylindrical portion 11 for connection to the anchored end 3 of a tendon 2 and a wing 12 projected from the outer periphery of the cylindrical portion 11, inclined from the end of the cylindrical portion 11 to an anchor head 4 and in a direction in which it gradually extends away from the center of the anchored end 3, and given a restoring force in that direction. The wing 12 is enlarged more than the bore of a casing pipe 5 by the restoring force and resists the force of drawing out toward the anchor head 4, while abutting the wall of a hole drilled.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】この発明は永久的な、あるいは仮
設のグラウンドアンカーの施工に使用される供上がり防
止装置及び施工方法に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a supply prevention device and a construction method used for constructing a permanent or temporary ground anchor.

【0002】[0002]

【従来技術及び発明が解決しようとする課題】グラウン
ドアンカーの施工は目標の地盤中にケーシングパイプを
挿入して削孔した後、ケーシングパイプ内にグラウト材
を注入し、その硬化前にアンカーのテンドンを挿入し、
ケーシングパイプを引き抜いてテンドンの定着部をグラ
ウト材中に定着させる、という要領で行われるが、ケー
シングパイプの引き抜き時にはケーシングパイプとテン
ドンの摩擦等によってテンドンがケーシングパイプと共
に引き上げられる可能性がある。テンドンの供上がりが
生ずれば回復が困難で、回復させようとするときにテン
ドンを損傷させる可能性があるため供上がりは確実に防
止されなければならない。
2. Description of the Related Art Ground anchors are constructed by inserting a casing pipe into a target ground and making a hole, then injecting grout material into the casing pipe, and before hardening the anchor tendon. Insert
This is performed by pulling out the casing pipe and fixing the fixing portion of the tendon in the grout material. However, when pulling out the casing pipe, the tendon may be pulled up together with the casing pipe due to friction between the casing pipe and the tendon. It is difficult to recover if the tendon is not supplied, and it may damage the tendon when trying to recover it, so the supply must be reliably prevented.

【0003】またアンカー長が長くなり、削孔の深度が
増す程、テンドンは削孔内で硬化前のグラウト材による
浮力の影響を大きく受けるため浮き上がりが生じ易く、
供上がりの要因にもなる。
Further, as the anchor length becomes longer and the depth of drilling increases, tendon is greatly influenced by the buoyancy of the grout material before hardening in the drilling, so that the tendon easily rises.
It will also be a factor of supply.

【0004】この発明は上記背景を踏まえてなされたも
ので、グラウンドアンカーのテンドンの供上がりを防止
する装置とそれを使用した施工方法を提案するものであ
る。
The present invention has been made in view of the above background, and proposes a device for preventing the tendon of the ground anchor from being raised and a construction method using the device.

【0005】[0005]

【課題を解決するための手段】本発明では孔壁に突き当
たって引き抜き力に抵抗する装置をテンドンの定着部先
端に接続することによりケーシングパイプ引き抜き時
の、テンドンの供上がりを防止する。
According to the present invention, the tendon is prevented from being lifted up when the casing pipe is pulled out by connecting a device which abuts the hole wall and resists the pulling force to the tip of the fixing portion of the tendon.

【0006】供上がりを防止する装置は定着部先端に接
続する筒部と、その外周に突設され、筒部の先端側から
アンカーヘッド側へかけて次第に定着部先端の中心から
遠ざかる向きに傾斜が付き、その向きに復元力が与えら
れた翼からなり、翼が復元力でケーシングパイプの内径
より拡大し、削孔の孔壁に突き当たった状態でアンカー
ヘッド側への引き抜き力に対して抵抗することにより定
着部先端の定着位置を保持する。
The device for preventing the feeding is provided with a tubular portion connected to the tip of the fixing portion and a projecting member on the outer periphery of the tubular portion. It consists of a wing with a restoring force applied in that direction, and the wing expands from the inside diameter of the casing pipe by the restoring force and resists the pulling force to the anchor head side when it hits the hole wall of the drilled hole. By doing so, the fixing position at the tip of the fixing unit is held.

【0007】グラウンドアンカーの施工は目標の地盤中
にケーシングパイプを挿入して削孔した後、ケーシング
パイプ内にグラウト材を注入し、その硬化前に供上がり
防止装置が接続したテンドンを挿入し、ケーシングパイ
プを引き抜いてテンドンの定着部先端をグラウト材中に
定着させる、という要領で行われるが、ケーシングパイ
プの引き抜き時に、ケーシングパイプを供上がり防止装
置の翼の長さより大きい距離だけ引き上げた後にテンド
ンを押し込んで供上がり防止装置をケーシングパイプの
先端より突出させることにより、その翼を孔壁に突き当
て、定着部先端を削孔内で安定させた状態でケーシング
パイプの引き抜きが実施され、定着部先端をグラウト材
中に確実に定着させながら施工することが可能になる。
Construction of the ground anchor is carried out by inserting the casing pipe into the target ground and drilling, then injecting grout material into the casing pipe, and inserting the tendon connected to the feeding prevention device before hardening, It is done by pulling out the casing pipe and fixing the tip of the tendon fixing part in the grout material.When pulling out the casing pipe, after pulling the casing pipe a distance larger than the length of the blade of the anti-raising device, the tendon is pulled out. By pushing in and projecting the feed-up prevention device from the tip of the casing pipe, its blades abut against the hole wall, and the casing pipe is pulled out with the tip of the fixing part stabilized in the drilled hole. It is possible to perform the work while surely fixing the tip in the grout material.

【0008】[0008]

【実施例】請求項1記載の発明は目標の地盤中にケーシ
ングパイプ5を挿入して削孔した後、ケーシングパイプ
5内にグラウト材6を注入し、その硬化前にテンドン2
を挿入し、ケーシングパイプ5を引き抜いてテンドン2
の定着部をグラウト材6中に定着させる施工方法におい
て、ケーシングパイプ5の引き抜き時の、テンドン2の
供上がりを防止する装置である。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS The invention according to claim 1 is to insert a casing pipe 5 into a target ground and drill a hole, then inject a grout material 6 into the casing pipe 5 and, before hardening, tendon 2
Insert the casing pipe 5 and pull out the tendon 2
In the construction method of fixing the fixing part of the inside of the grout material 6, the apparatus is a device for preventing the tendon 2 from being raised when the casing pipe 5 is pulled out.

【0009】テンドン2の引張材にはアラミド繊維強化
プラスチックからなる構造用棒材,またはストランドの
他、PC鋼棒やPC鋼より線が使用される。
As the tensile material for the tendon 2, a structural steel rod made of aramid fiber reinforced plastic or a strand, a PC steel rod or a PC steel twisted wire is used.

【0010】供上がり防止装置1は図1に示すように定
着部先端3に接続する筒部11と、その外周に突設され、
筒部11の先端側からアンカーヘッド4側へかけて次第に
定着部先端3の中心から遠ざかる向きに傾斜が付き、そ
の向きに復元力が与えられた翼12からなり、翼12は復元
力でケーシングパイプ5の内径より拡大し、削孔の孔壁
に突き当たった状態でアンカーヘッド4側への引き抜き
力に対して抵抗する。
As shown in FIG. 1, the feeding-up prevention device 1 is provided with a cylindrical portion 11 connected to the tip 3 of the fixing portion and a protrusion provided on the outer periphery thereof.
The blade 12 is gradually inclined from the tip end side of the tubular portion 11 to the anchor head 4 side in a direction away from the center of the fixing portion tip 3 and is provided with a restoring force in that direction. It expands from the inner diameter of the pipe 5 and resists the pulling force toward the anchor head 4 side in a state of hitting the hole wall of the drilled hole.

【0011】図2,図3に示す供上がり防止装置1は定
着部先端3を構成する外筒31に外接する筒部11に放射状
に翼12を突設した場合であり、例えば円筒の周方向の一
部を軸方向に切り欠き、残された部分を外周側へ屈曲さ
せることにより製作される。
2 and 3 shows a case where the feeding prevention device 1 has radial blades 12 projecting from a cylindrical portion 11 circumscribing an outer cylinder 31 which constitutes the tip 3 of the fixing portion. It is manufactured by notching a part of the above in the axial direction and bending the remaining part toward the outer peripheral side.

【0012】ここでは屈曲した部分が翼12になり、外筒
31には筒部11を貫通するねじ13よって固定される。
Here, the bent portion becomes the wing 12, and the outer cylinder
It is fixed to 31 by a screw 13 penetrating the tubular portion 11.

【0013】図4,図5に示す供上がり防止装置1は定
着部先端3の外筒31に内接する筒部11の外周にねじを切
り、これを外筒31の内周に切られた雌ねじに螺合させる
ことにより固定する場合の製作例である。翼12は筒部11
に一体化する脚部14に軸支され、互いにバネ15で連結さ
れることにより開脚自在に接続される。
In the feeding prevention device 1 shown in FIGS. 4 and 5, a screw is formed on the outer circumference of the tubular portion 11 inscribed in the outer barrel 31 of the tip 3 of the fixing portion, and this is a female screw cut on the inner periphery of the outer barrel 31. It is an example of manufacturing when fixing by screwing into. The wing 12 is the cylinder 11
Are rotatably supported by the leg portions 14 integrated with each other, and connected by springs 15 to each other so that the legs can be freely opened.

【0014】供上がり防止装置1の翼12はケーシングパ
イプ5の先端より定着部先端3が突出することにより復
元力によって開脚して孔壁に突き当たり、ケーシングパ
イプ5と共にテンドン2が引き抜かれる事態を防止す
る。供上がり防止装置1はグラウト材6の硬化前にテン
ドン2に作用する浮力に対しても抵抗し、テンドン2の
浮き上がりを防止する。
The blade 12 of the feeding prevention device 1 is opened by the restoring force by the tip 3 of the fixing portion projecting from the tip of the casing pipe 5 and strikes the hole wall, and the tendon 2 is pulled out together with the casing pipe 5. To prevent. The buildup prevention device 1 also resists the buoyancy acting on the tendon 2 before the grout material 6 is cured, and prevents the tendon 2 from rising.

【0015】請求項2記載の発明は目標の地盤中にケー
シングパイプ5を挿入して削孔した後、ケーシングパイ
プ5内にグラウト材6を注入し、その硬化前に定着部先
端3に請求項1記載の供上がり防止装置1が接続したテ
ンドン2を挿入し、ケーシングパイプ5を引き抜いてテ
ンドン2をグラウト材6中に定着させる施工方法におい
て、供上がり防止装置1によってテンドン2の供上がり
を防止しながらこれを削孔内に定着させる方法である。
According to a second aspect of the present invention, after the casing pipe 5 is inserted into the target ground to form a hole, the grout material 6 is injected into the casing pipe 5, and before the hardening, the fixing portion tip 3 is provided. In the construction method of inserting the tendon 2 to which the feeding prevention device 1 described in 1 is connected and pulling out the casing pipe 5 to fix the tendon 2 in the grout material 6, the feeding prevention device 1 prevents feeding of the tendon 2. However, this is a method of fixing this in the hole.

【0016】この発明は図6に示すテンドン2の挿入後
から図7に示すケーシングパイプ5の引き抜きまでの工
程から構成される。
The present invention comprises steps from the insertion of the tendon 2 shown in FIG. 6 to the withdrawal of the casing pipe 5 shown in FIG.

【0017】図8はテンドン2の挿入前の孔底部分を示
すが、ケーシングパイプ5はテンドン2を完全に孔底ま
で挿入する以前に、図9に示すように供上がり防止装置
1の翼11の長さより大きい距離だけ引き上げられる。そ
の後、図10,図11に示すようにテンドン2を孔底まで押
し込んで供上がり防止装置1をケーシングパイプ5の先
端より突出させる。このとき、供上がり防止装置1は翼
11が孔壁に突き当たり、定着部先端3を削孔内で安定さ
せる。図12,図13は図4に示す供上がり防止装置1を使
用した場合の、テンドン2押し込み時の様子を示す。
FIG. 8 shows the hole bottom portion before the insertion of the tendon 2, but the casing pipe 5 before the tendon 2 is completely inserted to the hole bottom, as shown in FIG. Is raised by a distance greater than the length of. After that, as shown in FIGS. 10 and 11, the tendon 2 is pushed to the bottom of the hole to cause the upkeep device 1 to protrude from the tip of the casing pipe 5. At this time, the feeding prevention device 1 is
11 hits the hole wall and stabilizes the tip 3 of the fixing portion in the drilled hole. FIG. 12 and FIG. 13 show a state when the tendon 2 is pushed in when the feeding prevention device 1 shown in FIG. 4 is used.

【0018】[0018]

【発明の効果】この発明は以上の通りであり、請求項1
記載の発明は孔壁に突き当たって引き抜き力に抵抗する
装置であるためケーシングパイプ引き抜き時の、グラウ
ンドアンカーのテンドンの供上がりを確実に防止するこ
とができる。
As described above, the present invention is as described above.
Since the described invention is a device that abuts against the hole wall and resists the pulling force, it is possible to reliably prevent the tendon of the ground anchor from being raised when the casing pipe is pulled out.

【0019】請求項2記載の発明ではテンドンの先端
に、孔壁に突き当たって引き抜き力に抵抗する装置を接
続し、定着部先端を削孔内で安定させた状態でケーシン
グパイプを引き抜くため定着部先端の定着位置を保持す
ることができ、定着部先端をグラウト材中に確実に定着
させながら施工することが可能である。
According to the second aspect of the present invention, a device which abuts against the hole wall and resists the pulling force is connected to the tip of the tendon, and the casing pipe is pulled out while the tip of the fixing part is stabilized in the drilled hole. Since the fixing position of the tip can be held, the tip of the fixing portion can be installed while being surely fixed in the grout material.

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

【図1】グラウンドアンカーの設置状態を示した断面図
である。
FIG. 1 is a cross-sectional view showing an installed state of a ground anchor.

【図2】供上がり防止装置を示した縦断面図である。FIG. 2 is a vertical cross-sectional view showing a supply prevention device.

【図3】図2の端面図である。FIG. 3 is an end view of FIG.

【図4】他の供上がり防止装置を示した立面図である。FIG. 4 is an elevational view showing another feeding prevention device.

【図5】図4の端面図である。FIG. 5 is an end view of FIG.

【図6】グラウト材中へのテンドンの挿入状態を示した
断面図である。
FIG. 6 is a cross-sectional view showing how the tendon is inserted into the grout material.

【図7】ケーシングパイプの引き抜き時の様子を示した
断面図である。
FIG. 7 is a cross-sectional view showing how the casing pipe is pulled out.

【図8】図6の孔底部分の拡大図である。FIG. 8 is an enlarged view of a hole bottom portion of FIG.

【図9】ケーシングパイプを僅かに引き上げたときの様
子を示した図6の拡大図である。
FIG. 9 is an enlarged view of FIG. 6 showing a state where the casing pipe is slightly pulled up.

【図10】図2の供上がり防止装置を接続したテンドン
押し込み時の様子を示した断面図である。
FIG. 10 is a cross-sectional view showing a state where the tendon is pushed in with the feeding prevention device of FIG. 2 connected.

【図11】テンドンの挿入完了時の様子を示した断面図
である。
FIG. 11 is a cross-sectional view showing a state when the insertion of the tendon is completed.

【図12】図4の供上がり防止装置を接続したテンドン
押し込み時の様子を示した断面図である。
FIG. 12 is a cross-sectional view showing a state when the tendon is pushed in with the supply prevention device of FIG. 4 connected.

【図13】テンドンの挿入完了時の様子を示した断面図
である。
FIG. 13 is a cross-sectional view showing a state when the insertion of the tendon is completed.

【符号の説明】[Explanation of symbols]

1……供上がり防止装置、11……筒部、12……翼、13…
…ねじ、14……脚部、15……バネ、2……テンドン、3
……定着部先端、31……外筒、4……アンカーヘッド、
5……ケーシングパイプ、6……グラウト材。
1 ... Supply prevention device, 11 ... Tube part, 12 ... Wing, 13 ...
… Screws, 14 …… Legs, 15 …… Springs, 2 …… Tendons, 3
...... Tip of fixing section, 31 …… Outer cylinder, 4 …… Anchor head,
5 ... Casing pipe, 6 ... Grout material.

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 目標の地盤中にケーシングパイプを挿入
して削孔した後、ケーシングパイプ内にグラウト材を注
入し、その硬化前にグラウンドアンカーのテンドンを挿
入し、ケーシングパイプを引き抜いてテンドンの定着部
をグラウト材中に定着させる施工方法において、ケーシ
ングパイプの引き抜き時の、テンドンの供上がりを防止
する装置であり、定着部先端に接続する筒部と、その外
周に突設され、筒部の先端側からアンカーヘッド側へか
けて次第に定着部先端の中心から遠ざかる向きに傾斜が
付き、その向きに復元力が与えられた翼からなり、翼は
復元力でケーシングパイプの内径より拡大し、削孔の孔
壁に突き当たった状態でアンカーヘッド側への引き抜き
力に対して抵抗するものであるグラウンドアンカーにお
けるテンドンの供上がり防止装置。
1. A casing pipe is inserted into a target ground to make a hole, a grout material is injected into the casing pipe, and a tendon of a ground anchor is inserted before hardening of the casing pipe. In the construction method for fixing the fixing part in the grout material, it is a device that prevents the tendon from being raised when the casing pipe is pulled out. From the tip side of the anchor head to the anchor head side, there is an inclination in a direction away from the center of the tip of the fixing part, and the blade is provided with a restoring force in that direction, and the blade expands from the inner diameter of the casing pipe by the restoring force, Service of tendon at ground anchor that resists pulling force to the anchor head side while hitting the hole wall of drilling hole Anti-slip device.
【請求項2】 目標の地盤中にケーシングパイプを挿入
して削孔した後、ケーシングパイプ内にグラウト材を注
入し、その硬化前に定着部先端に請求項1記載の供上が
り防止装置が接続したグラウンドアンカーのテンドンを
挿入し、ケーシングパイプを引き抜いてテンドンの定着
部をグラウト材中に定着させる施工方法において、ケー
シングパイプを供上がり防止装置の翼の長さより大きい
距離だけ引き上げた後にテンドンを押し込んで供上がり
防止装置をケーシングパイプの先端より突出させ、その
翼を孔壁に突き当て、テンドンを削孔内で安定させた状
態で、ケーシングパイプを引き抜くグラウンドアンカー
の施工方法。
2. A casing pipe is inserted into a target ground to form a hole, a grout material is injected into the casing pipe, and the curing prevention device according to claim 1 is connected to the tip of the fixing portion before hardening. In the construction method of inserting the tendon of the ground anchor, pulling out the casing pipe and fixing the fixing part of the tendon in the grout material, pull up the casing pipe by a distance larger than the length of the wing prevention device and then push in the tendon. The construction method of the ground anchor that pulls out the casing pipe with the tendon prevention device protruding from the tip of the casing pipe, its blades abutting against the hole wall, and the tendon being stabilized in the drilled hole.
JP10106294A 1994-05-16 1994-05-16 Device for preventing tendon from rising together with ground anchor and method for construction Pending JPH07305349A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP10106294A JPH07305349A (en) 1994-05-16 1994-05-16 Device for preventing tendon from rising together with ground anchor and method for construction

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP10106294A JPH07305349A (en) 1994-05-16 1994-05-16 Device for preventing tendon from rising together with ground anchor and method for construction

Publications (1)

Publication Number Publication Date
JPH07305349A true JPH07305349A (en) 1995-11-21

Family

ID=14290633

Family Applications (1)

Application Number Title Priority Date Filing Date
JP10106294A Pending JPH07305349A (en) 1994-05-16 1994-05-16 Device for preventing tendon from rising together with ground anchor and method for construction

Country Status (1)

Country Link
JP (1) JPH07305349A (en)

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JP2012001950A (en) * 2010-06-16 2012-01-05 Toa Harbor Works Co Ltd Anchor device for pipe body and method for preventing pipe body from being pulled out
WO2012121501A2 (en) * 2011-03-04 2012-09-13 한국해양연구원 Apparatus for increasing a supporting force of a pile for a marine sand ground surface, and method for constructing the pile
KR101248162B1 (en) * 2011-10-19 2013-03-27 한국해양과학기술원 Holding power increasement apparatus of pile and construction method of pile having thereof
JP2014177861A (en) * 2013-02-15 2014-09-25 Onoda Chemico Co Ltd Lock bolt construction method

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH06167022A (en) * 1992-11-30 1994-06-14 Nittoc Constr Co Ltd Under hydraulic pressure water cut-off method for anchor fixing part

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH06167022A (en) * 1992-11-30 1994-06-14 Nittoc Constr Co Ltd Under hydraulic pressure water cut-off method for anchor fixing part

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2012001950A (en) * 2010-06-16 2012-01-05 Toa Harbor Works Co Ltd Anchor device for pipe body and method for preventing pipe body from being pulled out
WO2012121501A2 (en) * 2011-03-04 2012-09-13 한국해양연구원 Apparatus for increasing a supporting force of a pile for a marine sand ground surface, and method for constructing the pile
WO2012121501A3 (en) * 2011-03-04 2012-11-29 한국해양연구원 Apparatus for increasing a supporting force of a pile for a marine sand ground surface, and method for constructing the pile
KR101248162B1 (en) * 2011-10-19 2013-03-27 한국해양과학기술원 Holding power increasement apparatus of pile and construction method of pile having thereof
JP2014177861A (en) * 2013-02-15 2014-09-25 Onoda Chemico Co Ltd Lock bolt construction method

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