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JP2865508B2 - Water stopping method of anchor anchoring part under pressurized water - Google Patents
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JP2865508B2 - Water stopping method of anchor anchoring part under pressurized water - Google Patents

Water stopping method of anchor anchoring part under pressurized water

Info

Publication number
JP2865508B2
JP2865508B2 JP31992592A JP31992592A JP2865508B2 JP 2865508 B2 JP2865508 B2 JP 2865508B2 JP 31992592 A JP31992592 A JP 31992592A JP 31992592 A JP31992592 A JP 31992592A JP 2865508 B2 JP2865508 B2 JP 2865508B2
Authority
JP
Japan
Prior art keywords
water
casing
anchor
pipe
leather
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
JP31992592A
Other languages
Japanese (ja)
Other versions
JPH06167022A (en
Inventor
学 寺本
伸司 多田
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.)
NITSUTOKU KENSETSU KK
Original Assignee
NITSUTOKU KENSETSU 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 NITSUTOKU KENSETSU KK filed Critical NITSUTOKU KENSETSU KK
Priority to JP31992592A priority Critical patent/JP2865508B2/en
Publication of JPH06167022A publication Critical patent/JPH06167022A/en
Application granted granted Critical
Publication of JP2865508B2 publication Critical patent/JP2865508B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

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  • Piles And Underground Anchors (AREA)

Description

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

【0001】[0001]

【産業上の利用分野】本発明は、例えば土留壁を保持す
るアンカー体を築造する際の被圧水下におけるアンカー
定着部の止水方法に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for stopping water at an anchor anchoring portion under pressurized water, for example, when constructing an anchor body holding a retaining wall.

【0002】[0002]

【従来の技術】アンカー体の築造に際し図14に示すよ
うに、先端にクローネンビット5を備えた単管すなわち
ケーシング1Aで削孔するときは、ケーシング1A内か
らの湧水はない。しかし、矢印Dで示す送水、スライム
がケーシング1Aの外周部に矢印Eで示すように通じる
ことから、土留壁32の背面が緩み易いので、口元パイ
プ37を設け、薬液を注入して対処する場合がある。
2. Description of the Related Art As shown in FIG. 14 when constructing an anchor body, when drilling with a single tube having a kronen bit 5 at its tip, that is, a casing 1A, there is no spring water from inside the casing 1A. However, since the back surface of the retaining wall 32 is easily loosened because the water supply and slime indicated by the arrow D communicate with the outer peripheral portion of the casing 1A as indicated by the arrow E, a case is provided in which a mouth pipe 37 is provided and a chemical solution is injected. There is.

【0003】次いで、図15に示すように、ケーシング
1Aをビット5から離して引き抜く際、矢印Fで示す被
圧水が流出し、グラウト材も押されて流出する。これに
よりアンカー体C1の定着部Aの耐力がとれないことが
ある。なお、自由長部Bについては、周知のようにアン
カ耐力の問題は少ない。
Next, as shown in FIG. 15, when the casing 1A is pulled away from the bit 5, the pressurized water indicated by the arrow F flows out, and the grout material is also pushed out. As a result, the fixing portion A of the anchor body C1 may not have sufficient strength. It should be noted that the free length portion B has few anchor strength problems as is well known.

【0004】本発明は、単管引き抜き時に被圧水が単管
内から流出するのを防止する被圧水下におけるアンカー
定着部の止水方法を提供することを目的としている。
[0004] It is an object of the present invention to provide a method for stopping water of an anchor fixing portion under pressured water, which prevents the pressured water from flowing out of the single tube when the single tube is pulled out.

【0005】[0005]

【課題を解決するための手段】本発明による方法は、先
端にクローネンビットを着脱自在に設けた単管により削
孔し、該単管内にグラウトホースによりセメントミルク
を充填し、該セメントミルク内に、複数のPC鋼より線
を注入パイプの回りに結束して定着部に複数の突部およ
び凹部を形成し該凹部に複数のレザーパッカーを設けた
アンカ材を挿入したのちに前記単管を引抜くに際し、前
記レザーパッカーにより被圧水の該単管内からの流出を
防止することを特徴としている。
According to the method of the present invention, a single tube having a detachable kronen bit at the end thereof is drilled, and the single tube is filled with cement milk by a grout hose. Then, a plurality of PC steel strands are bound around an injection pipe to form a plurality of protrusions and recesses in a fixing portion, and an anchor material provided with a plurality of leather packers in the recesses is inserted. At the time of pulling out, it is characterized in that the pressurized water is prevented from flowing out of the single pipe by the leather packer.

【0006】上記レザーパッカーは、ビット側に拡径す
る曲面状に形成し、2個を設けるのが好ましいが、3個
設けてもよい。
The above-mentioned leather packer is formed in a curved surface shape having a diameter increased toward the bit, and it is preferable to provide two leather packers, but three leather packers may be provided.

【0007】[0007]

【作用】本発明によれば、単管をビットから離して引き
抜く際、レザーパッカーは被圧水に付勢されて単管の内
面に圧接し、単管から被圧水が口元に流出するのを確実
に防止する。
According to the present invention, when the single pipe is pulled away from the bit, the leather packer is urged by the pressurized water to press against the inner surface of the single pipe, and the pressurized water flows out of the single pipe to the mouth. To reliably prevent

【0008】[0008]

【実施例】以下図面を参照して本発明の実施例を説明す
る。
Embodiments of the present invention will be described below with reference to the drawings.

【0009】図1には、本発明に用いられる全体を符号
1で示すケーシングが示されている。このケーシング1
はケーシングユニット2、2をケーシングカップリング
3で連結し、先端には、ケーシングヘッド4を介して逆
止弁付きクローネンビット5が、ケーシング1を引抜く
ことで脱離するように設けられている。
FIG. 1 shows a casing 1 generally used in the present invention. This casing 1
The casing unit 2 is connected to the casing unit 2 by a casing coupling 3, and a kronen bit 5 with a check valve is provided at a distal end via a casing head 4 so as to be detached by pulling out the casing 1. I have.

【0010】図2ないし図5には、本発明に用いられる
全体を符号10で示す組立てられたアンカー材が示され
ており、そのアンカー材10は、いわゆるVSLアンカ
ー工法用のものである。このアンカー体10は、複数
(図示の例では7本)のPC鋼より線11を注入管12
の回りに結束し、定着部Aの複数箇所(図示の例では3
箇所)には、スペーサ13により突部14と凹部15と
を形成している。
FIGS. 2 to 5 show an assembled anchor member generally indicated by reference numeral 10 used in the present invention, and the anchor member 10 is for a so-called VSL anchor method. The anchor body 10 is formed by inserting a plurality of (seven in the illustrated example) PC steel strands 11 into an injection pipe 12.
Around the fixing portion A (3 in the illustrated example).
(A location), a protrusion 14 and a recess 15 are formed by the spacer 13.

【0011】その定着部Aには図6ないし図8にも示す
ように、先端に自由長部B側に拡径するストッパ付きの
コーン状のパイロットキャップ16が設けられ、凹部1
5には、締付ボルト19によってPC鋼より線11に固
定された固定パイプ18が設けられ、この固定パイプ1
8にはねじ部18aが螺設され、またリング状の突部P
が固定パイプ18に溶接固定されている。この突部Pの
半径方向外方には先端が開いてるレザーパイプ17aが
嵌挿され、さらにスペーサ20を介して別のレザーパッ
カ17bが設けられ、そして前記ねじ部18aと螺合す
るナット21によって固定されている。
As shown in FIGS. 6 to 8, the fixing portion A is provided with a cone-shaped pilot cap 16 having a stopper and having a diameter increased toward the free length portion B at the end thereof.
5 is provided with a fixed pipe 18 fixed to the PC steel stranded wire 11 by a tightening bolt 19.
8 is provided with a threaded portion 18a, and a ring-shaped projection P
Are fixed to the fixed pipe 18 by welding. A razor pipe 17a having an open end is fitted into the projection P radially outward, and another razor packer 17b is provided via a spacer 20. The razor pipe 17a is fixed by a nut 21 screwed to the screw portion 18a. Have been.

【0012】他方、自由長部Bの外周は、シース22で
覆われ、定着部Aとの境部分は、止水アスファルトブラ
ックテープ23で覆われている。そして、内部には、防
錆油24が充填され、テープ23部分の内部には、止水
アスファルト25が充填されている。なお、図2の符号
34は注入ホース、35は口元パッカー、図8の符号3
6はパテ止水シーリングである。
On the other hand, the outer periphery of the free length portion B is covered with a sheath 22, and the boundary with the fixing portion A is covered with a waterproof asphalt black tape 23. The inside is filled with rust preventive oil 24, and the inside of the tape 23 is filled with waterproof asphalt 25. Note that reference numeral 34 in FIG. 2 denotes an injection hose, reference numeral 35 denotes a mouth packer, and reference numeral 3 in FIG.
6 is a putty waterproof sealing.

【0013】次に、アンカー体築造の態様を説明する先
ず、図9に示すように、ケーシング1を回転し、クロー
ネンビット5により削孔してケーシング1をセットす
る。
Next, the mode of construction of the anchor body will be described. First, as shown in FIG. 9, the casing 1 is rotated, and holes are drilled with the Kronen bit 5 to set the casing 1.

【0014】次いで、ケーシング1の内部先端までグラ
ウトホース30を挿入し、グラウト材31を注入充填す
る。
Next, the grout hose 30 is inserted up to the inner end of the casing 1 and the grout material 31 is injected and filled.

【0015】次いで、図10に示すように、ケーシング
1の内部先端までアンカー材10を挿入する。この際、
グラウトホース30は、エア抜きを行いながら引き抜
く。
Next, as shown in FIG. 10, the anchor member 10 is inserted to the inner end of the casing 1. On this occasion,
The grout hose 30 is pulled out while bleeding air.

【0016】次いで、図12に示すように、ケーシング
1を非掘削方向に回転引抜き、クローネンビット5を脱
離したのち、引き抜き圧を加圧してケーシング1を引き
抜く。この際、レザーパッカー17a、17bは、被圧
水Fに付勢されてケーシング1の内面に圧接し、被圧水
Fがケーシング1の内部を通って流出するのを防止す
る。なお、レザーパッカー17a、17bの圧接度合が
小さい場合は、グラウト材を注入して付加圧力を昇圧す
る。
Next, as shown in FIG. 12, the casing 1 is rotationally pulled out in the non-digging direction and the krone bit 5 is detached. Then, the pulling pressure is increased and the casing 1 is pulled out. At this time, the leather packers 17a and 17b are urged by the pressurized water F to press against the inner surface of the casing 1 and prevent the pressurized water F from flowing out through the inside of the casing 1. When the degree of pressure contact between the leather packers 17a and 17b is small, grout is injected to increase the additional pressure.

【0017】最後に、図13に示すように、ケーシング
1の引き抜きが終ったら、土留壁32と止水ボックス3
3との部分に、注入ホース34によりグラウト材31を
注入して口元パッカー35を形成し、自由長部Bからの
湧水を止水したのち、注入管12からグラウト材を注入
し、アンカー体Cを築造して終る。
Finally, as shown in FIG. 13, when the casing 1 has been pulled out, the retaining wall 32 and the waterproof box 3
The grout material 31 is injected into the portion 3 with an injection hose 34 to form a mouth packer 35. After stopping the spring water from the free length portion B, the grout material is injected from the injection pipe 12, and the anchor body is formed. Build C and finish.

【0018】[0018]

【発明の効果】以上説明したように本発明によれば、レ
ザーパッカーにより被圧水がケーシング内から流出する
のを防止し、アンカー体の耐力を向上することができ
る。
As described above, according to the present invention, the pressurized water can be prevented from flowing out of the casing by the leather packer, and the strength of the anchor body can be improved.

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

【図1】本発明に用いられるケーシングを示す分解斜視
図。
FIG. 1 is an exploded perspective view showing a casing used in the present invention.

【図2】本発明に用いられるアンカー材を示す側面図。FIG. 2 is a side view showing an anchor member used in the present invention.

【図3】図2のA−A矢視断面図。FIG. 3 is a sectional view taken along the line AA of FIG. 2;

【図4】図2のB−B矢視断面図。FIG. 4 is a sectional view taken along line BB of FIG. 2;

【図5】図2のC−C矢視断面図。FIG. 5 is a sectional view taken along the line CC of FIG. 2;

【図6】ケーシングの先端部分を示す側面図。FIG. 6 is a side view showing a distal end portion of a casing.

【図7】レザーパッカー回りを示す側断面図。FIG. 7 is a side sectional view showing the periphery of a leather packer.

【図8】図7のD矢視図。FIG. 8 is a view taken in the direction of arrow D in FIG. 7;

【図9】アンカー体築造の態様の削孔工程を示す側断面
図。
FIG. 9 is a side sectional view showing a hole drilling step in an embodiment of anchor body construction.

【図10】グラウト材充填工程を示す側断面図。FIG. 10 is a side sectional view showing a grout material filling step.

【図11】アンカー材挿入工程を示す側断面図。FIG. 11 is a side sectional view showing an anchor material inserting step.

【図12】ケーシング引き抜き工程を示す側断面図。FIG. 12 is a side sectional view showing a casing extracting step.

【図13】アンカー体完成状態を示す側断面図。FIG. 13 is a side sectional view showing a completed state of the anchor body.

【図14】従来のアンカー体築造態様を示す図9に相当
する図面。
FIG. 14 is a view corresponding to FIG. 9 showing a conventional anchor body construction mode.

【図15】図12に相当する図面。FIG. 15 is a drawing corresponding to FIG. 12;

【符号の説明】[Explanation of symbols]

A・・・定着部 B・・・自由長部 C、C1・・・アンカー体 F・・・被圧水 1、1A・・・ケーシング 2・・・ケーシングユニット 3・・・ケーシングカップリング 4・・・ケーシングヘッド 5・・・クローネンビット 10、10A・・・アンカー材 11・・・PC鋼より線 12・・・注入管 13・・・スペーサ 14・・・突部 15・・・凹部 16・・・パイロットキャップ 17a、17b・・・レザーパッカー 18・・・固定パイプ 19・・・固定金具 20・・・スペーサ 21・・・ナット 22・・・シース 23・・・止水アスファルト 24・・・防錆油 30・・・グラウトホース 31・・・グラウト材 32・・・土留壁 33・・・止水ボックス 34・・・注入ホース 35・・・口元パッカー 36・・・パテ止水シーリング 37・・・口元パイプ A: fixing section B: free length section C, C1: anchor body F: pressurized water 1, 1A: casing 2: casing unit 3: casing coupling 4. ..Casing head 5 ... Kronen bit 10, 10A ... Anchor material 11 ... PC steel strand 12 ... Injection pipe 13 ... Spacer 14 ... Protrusion 15 ... Recess 16 ... Pilot cap 17a, 17b ... Leather packer 18 ... Fixed pipe 19 ... Fixing bracket 20 ... Spacer 21 ... Nut 22 ... Sheath 23 ... Waterproof asphalt 24 ...・ Rust preventive oil 30 ・ ・ ・ Grout hose 31 ・ ・ ・ Grout material 32 ・ ・ ・ Retaining wall 33 ・ ・ ・ Water stop box 34 ・ ・ ・ Injection hose 35 ・ ・ ・ Mouth packer 36 ・ ・ ・ Pate stop water seal Packaging 37 ... mouth pipe

Claims (1)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 先端にクローネンビットを脱着自在に設
けた単管により削孔し、該単管内にグラウトホースによ
りセメントミルクを充填し、該セメントミルク内に、複
数のより線を注入パイプの回りに結束して定着部に複数
の突部及び凹部を形成し該凹部に複数のレザーパッカー
を設けたアンカー材を挿入したのちに前記単管を引抜く
に際し、前記レザーパッカーにより被圧水の該単管内か
らの流出を防止することを特徴とする被圧水下における
アンカー定着部の止水方法。
1. A single pipe having a detachable kronen bit at its tip is drilled, and cement milk is filled into the single pipe with a grout hose, and a plurality of stranded wires are injected into the cement milk using a pipe. When the single tube is pulled out after inserting an anchor material having a plurality of protrusions and recesses formed in the fixing portion and provided with a plurality of leather packers in the recesses after being bound around the fixing portion, the pressurized water is removed by the leather packers. A method for preventing water from flowing out of the single pipe, wherein the anchor fixing portion is under water under pressure.
JP31992592A 1992-11-30 1992-11-30 Water stopping method of anchor anchoring part under pressurized water Expired - Fee Related JP2865508B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP31992592A JP2865508B2 (en) 1992-11-30 1992-11-30 Water stopping method of anchor anchoring part under pressurized water

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP31992592A JP2865508B2 (en) 1992-11-30 1992-11-30 Water stopping method of anchor anchoring part under pressurized water

Publications (2)

Publication Number Publication Date
JPH06167022A JPH06167022A (en) 1994-06-14
JP2865508B2 true JP2865508B2 (en) 1999-03-08

Family

ID=18115770

Family Applications (1)

Application Number Title Priority Date Filing Date
JP31992592A Expired - Fee Related JP2865508B2 (en) 1992-11-30 1992-11-30 Water stopping method of anchor anchoring part under pressurized water

Country Status (1)

Country Link
JP (1) JP2865508B2 (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH07305349A (en) * 1994-05-16 1995-11-21 Sumitomo Constr Co Ltd Device and method for preventing tendon supply in the ground anchor
KR100793407B1 (en) * 2007-07-31 2008-01-11 주식회사 인성이앤씨 Grouting injection device and casing method using casing and two-in-one packer

Also Published As

Publication number Publication date
JPH06167022A (en) 1994-06-14

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