JPS61186618A - Packer for earth anchor - Google Patents

Packer for earth anchor

Info

Publication number
JPS61186618A
JPS61186618A JP2788485A JP2788485A JPS61186618A JP S61186618 A JPS61186618 A JP S61186618A JP 2788485 A JP2788485 A JP 2788485A JP 2788485 A JP2788485 A JP 2788485A JP S61186618 A JPS61186618 A JP S61186618A
Authority
JP
Japan
Prior art keywords
packer
bottom member
mounting
pipe
anchor
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
JP2788485A
Other languages
Japanese (ja)
Inventor
Haruo Marutani
丸谷 治雄
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.)
KOKUDO BOSAI GIJUTSU KK
Original Assignee
KOKUDO BOSAI GIJUTSU 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 KOKUDO BOSAI GIJUTSU KK filed Critical KOKUDO BOSAI GIJUTSU KK
Priority to JP2788485A priority Critical patent/JPS61186618A/en
Publication of JPS61186618A publication Critical patent/JPS61186618A/en
Pending legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D5/00Bulkheads, piles, or other structural elements specially adapted to foundation engineering
    • E02D5/74Means for anchoring structural elements or bulkheads
    • E02D5/80Ground anchors
    • E02D5/808Ground anchors anchored by using exclusively a bonding material

Landscapes

  • Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Piles And Underground Anchors (AREA)

Abstract

PURPOSE:To cause firm adhesion of a packer to a hole wall, by a method wherein a bottom member is placed to a packer body formed by a cylinder body made of a water permeable cloth, and a tensile material mounting cylinder and a grout pouring pipe mounting cylinder are located to the bottom member. CONSTITUTION:A bottom member 121 is mounted to at least the one end part of a packer body 11 formed with a cylinder body made of a water permeable cloth cylinder material. A tensile material mounting cylinder 131 and a grout pouring pipe mounting cylinder 141 are mounted to the bottom member 121 to form a packer 10. This enables simple and reliable mounting of a tensile material and a grout pouring pipe. Further, since no gap is provided at a mounting portion between the tensile material and a pipe, cement paste is prevented from leak, and enough expansion of the packer permits firm adhesion of the packer to an anchor hole wall.

Description

【発明の詳細な説明】 本発明は、布製筒体よりなるパッカー本体とパッカー本
体の少なくとも一方の端部に設けられた底部材と底部材
に設けられた引張材取付筒およびグラウト注入パイプ(
ホース)取付筒とよりなるアースアンカー用パッカーに
関する。
DETAILED DESCRIPTION OF THE INVENTION The present invention provides a packer body made of a cloth cylinder, a bottom member provided at at least one end of the packer body, a tensile material mounting cylinder provided on the bottom member, and a grout injection pipe (
Regarding a packer for an earth anchor consisting of a hose) mounting tube.

パッカーはアンカー孔の形状に自由に対応できるように
製作されており、グラウト材を充てんし加圧膨張させて
アンカー孔を閉そくし定着部をグラウトして造成される
ものである。
The packer is manufactured so that it can freely correspond to the shape of the anchor hole, and is created by filling the grout material and expanding it under pressure to close the anchor hole and grout the anchoring part.

従来、パッカーは勲底の筒体よりなっていて、筒状のパ
ッカー内に引張材およびグラウト−次注入ホース、パッ
カー注入ホース、排気ホースなどのホース類を束ねてそ
う通し、パッカーの端部をう 結束し、これをアンカー孔にそヂ入し、グラウト入して
パッカーを膨張させアンカー孔内で定着部を造成してい
た。しかし、引張材とホース類とを束ねた状態でパッカ
ー端部を結束していたため、引張材とホース類との間に
、また引張材とホース窟とよりなる束とパッカー端部と
の間にも間げきが生じる。したがって、この状態でグラ
ウト材をパッカー内に加圧注入してパッカーを膨張させ
アンカー孔の孔壁に密着させるとき、パッカー内は加圧
状態となっているので前記の間げきから加圧注入したセ
メントペーストが漏出し、パッカーを充分に膨張させる
ことができずパッカーをアンカー孔の孔壁に緊密に密着
させることが容易ではなかった。
Traditionally, packers have a hollow-bottomed cylindrical body, and hoses such as tensile material and grout injection hoses, packer injection hoses, exhaust hoses, etc. are bundled and passed through the cylindrical packer, and the end of the packer is This was tied together, inserted into the anchor hole, and filled with grout to expand the packer to create an anchorage within the anchor hole. However, because the end of the packer was tied with the tensile material and hoses bundled, there was a gap between the tension material and the hoses, and between the bundle of the tension material and hose hole and the end of the packer. There is also a gap. Therefore, when grout is injected into the packer under pressure in this state, causing the packer to expand and adhere to the hole wall of the anchor hole, the inside of the packer is under pressure, so the grout is injected under pressure from the gap. Cement paste leaked out, and the packer could not be expanded sufficiently, making it difficult to bring the packer into close contact with the wall of the anchor hole.

発明 本啼喫は、前記の欠点を改善したものであって、引張材
およびパッカー注入パイプ、グラウト−次注入パイプ、
排気パイプなどのパイプ類またはホース類をパッカーに
装着したと者、引張材およびホース類とパッカーとの装
着部分に間げきが生じないようにした有底のアースアン
カー用パッカーを提供するものである。
The present invention improves the above-mentioned drawbacks, and provides a tensile material and packer injection pipe, a grout-sub-injection pipe,
To provide a packer for an earth anchor with a bottom that prevents gaps from forming between the packer and the tension material and hoses when pipes such as exhaust pipes or hoses are attached to the packer. .

である。It is.

パッカー10は透水性の布袋よりなり、アンカー孔の孔
壁に密着するパッカー本体//と、パッカー本体の少な
くとも一方の端部に縫いあわされた底部材/2/、/2
2と、底部材に設けられた引張材取付筒/3/、/3.
2およびグラウト注入パイプ、パッカー注入パイプ、排
気パイプなどのパイプ取付筒とよりなっている。第1〜
3図ではハ1 パイプ取付筒はグラウト注入lイブ取付筒l≠/、/1
2を図示しているが、他の実施例として、パッカーにセ
メントペーストを注入するためのパッカー注入パイプ、
拡孔定着部にセメントペーストを注入するための一次注
入パイブ、排気パイプなど、必要なパイプ類(ホース類
)を各々のパイプの取付筒に取付けるために、各々のパ
イプ取付筒を単独に底部材/2/、/22に設けてもよ
い。
The packer 10 is made of a water-permeable cloth bag, and includes a packer body // that is in close contact with the hole wall of the anchor hole, and a bottom member /2/, /2 that is sewn to at least one end of the packer body.
2, and a tension member mounting tube provided on the bottom member /3/, /3.
2 and pipe mounting tubes for grout injection pipes, packer injection pipes, exhaust pipes, etc. 1st~
In Figure 3, H1 pipe mounting tube is grout injection L pipe mounting tube l≠/, /1
2, but other embodiments include a packer injection pipe for injecting cement paste into the packer;
In order to attach the necessary pipes (hoses) such as the primary injection pipe for injecting cement paste into the hole expansion fixing section and the exhaust pipe to each pipe mounting pipe, each pipe mounting pipe is attached to the bottom member separately. It may be provided at /2/ and /22.

(使用法および作用効果) 本発明のパッカーの使用法および作用効果についてのべ
る。
(How to use and effects) The usage and effects of the packer of the present invention will be described.

たとえば、第2図において、引張材(図示なし)を一方
の引張材取付B/3/、パッカー本体//内、他方の引
張材取付fRI3.2に層次そう通し、両取付筒上で接
着テープをけん回して引張材と両取付筒とを密着固定す
る。次にグラウト注入パイプ(図示なし)をグラウト注
入パイプ取付f!/1/、パッカー本体内、グラウト注
入パイプ/lA2に雁次、そう通し両取付筒上で2IF
テープをけん回してグラウト注入パイプと両取付筒とを
密着固定する。
For example, in Fig. 2, a tensile material (not shown) is passed through one tensile material mounting B/3/, inside the packer body //, and the other tensile material mounting fRI3.2, and adhesive tape is applied on both mounting tubes. Twist the tension member and both mounting tubes to tightly fix them. Next, install the grout injection pipe (not shown) f! /1/, Inside the packer body, put Ganji through the grout injection pipe /lA2, and insert 2IF on both mounting tubes.
Twist the tape to tightly fix the grout injection pipe and both mounting tubes.

アースアンカーを施工するには、まずアンカーt 孔を削孔し、岩盤層に拡孔部シーを削孔する(第を図)
寥定着部となる岩盤層のアンカー孔30および砿孔部3
/を洗浄したのち、予め引張材20O の一端にアンカー定着体2/、パッカー六−、スペーサ
、22をそれぞれ装着したアンカー体2をそう入する。
To install an earth anchor, first drill an anchor t hole, and then drill a hole expansion seam in the rock layer (see figure).
Anchor hole 30 and drill hole part 3 in the rock layer that will become the anchoring part
After cleaning the tensile member 20O, the anchor body 2 with the anchor fixing body 2/, packer 6-, spacer 22 attached in advance is inserted into one end of the tensile member 20O.

この場合、引張材20にグラウト注入ホースをそわせな
がらアンカー孔t にそう入する。そして前記ホースは
先端を接着テープでふさぎ、パッカー内に位置するとこ
ろには透孔を設けておく。
In this case, insert the grout injection hose into the anchor hole t while aligning the tension member 20 with the grout injection hose. Then, the end of the hose is covered with adhesive tape, and a through hole is provided at the position inside the packer.

次にアンカープレート23を引張材20の他端よりそう
入し、アンカー孔30または受圧盤110に設けられた
保孔管グ/に係止する。アンカープレートの上にアジャ
ストプレート2I!、をのせて引張材20がアンカー孔
30のほぼ中心を通おり、アジャストプレート211の
上面に対してほぼ垂直になるように調整する。
Next, the anchor plate 23 is inserted from the other end of the tension member 20 and is locked in the anchor hole 30 or the hole holding pipe provided in the pressure receiving plate 110. Adjust plate 2I on top of the anchor plate! , and adjust the tension member 20 so that it passes approximately through the center of the anchor hole 30 and is approximately perpendicular to the upper surface of the adjustment plate 211.

ついでグラウト注入ホースを用いてセメントペーストを
加圧注入する。このとき、まずパッカー内部に加圧注入
され、圧力がある高さに達したときホースの先端のビニ
ールテープのような接着テ−プが破れ、下部の定着部(
拡孔部)に加圧充てんされる。孔壁全体にいきわたり圧
力が急上昇する時点を注入完了時点とみなして注入を終
了する。
Cement paste is then injected under pressure using a grouting hose. At this time, pressure is first injected into the packer, and when the pressure reaches a certain level, the adhesive tape, such as vinyl tape, at the end of the hose breaks, and the fixing section at the bottom (
(expanded hole) is filled under pressure. The time when the pressure suddenly increases throughout the hole wall is regarded as the time when the injection is completed, and the injection is terminated.

耐力を確認したのち、引張材20を緊張して締付台具2
3により構造物(受圧盤>110に定着する。
After checking the proof strength, tighten the tension member 20 and tighten the fixture 2.
3, it is fixed on the structure (pressure receiving plate>110).

発明 本今寮によれば、引張材取付筒およびグラウト注入パイ
プ取付筒を底部材とともにパッカー本体にそれぞれ設け
たことにより、(/)引張材およびグラウト注入パイプ
(ホース)にパッカーを簡単かつ確実に装着できる、(
2)引張材および前記パイプ(ホース)とパッカーとの
装着部位にすきまが生じない、(3)グラウト注入ホー
ス(パイプ)よりセメントペーストを加圧注入したとき
、前記装着部位からセメントペーストが漏出しないので
、パッカーを十分に膨張させてアンカー孔壁に強固に密
着させることができ、パッカーの全長が強固な定着部と
なる、(≠)特にパッカーの材質を麻布、綿布、ポリエ
ステルのような合成せん雑など、強じんな布としたとき
には、パッカーが大きな圧力に耐えるので、アンカー孔
壁に強固に密着してより強固な定着体となるなど優れた
作用効果を奏する。
According to the invention, by providing a tension material mounting tube and a grout injection pipe mounting tube on the packer body together with the bottom member, it is possible to easily and reliably attach the packer to the tension material and grout injection pipe (hose). Can be installed (
2) There is no gap between the tensile material and the pipe (hose) and the packer. (3) When the cement paste is injected under pressure from the grouting hose (pipe), the cement paste does not leak from the mounting part. Therefore, the packer can be sufficiently expanded to firmly adhere to the wall of the anchor hole, and the entire length of the packer becomes a strong anchoring part. When the packer is made of a strong cloth, such as a cloth, it can withstand great pressure, so it firmly adheres to the wall of the anchor hole and provides an even stronger fixing body, resulting in excellent effects.

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

第1図はパッカー本体の一方の端部に設けた底部材に引
張材取付筒およびグラウト注入パイプ(ホース)取付筒
をそれぞれ設けた本発明の一実施例であるパッカーの斜
視図、第2図はパッカー本体の両底部材に引張材および
前記パイプ(ホース)取付筒をそれぞれ設けた本発明の
他の実施例であるパッカーの断面図である。第3図はパ
ッカー本体内に引張材取付筒および前記パイプ(ホース
)取付筒をそれぞれ内設した本発明の他の実施例である
パッカーの断面図である。第ψ図は本発明のパッカーを
用いてアースアンカー(ロックアンカー)を施工した説
明図である。 10:パッカー //:パッカー本体 /2/、/、2
2 :底部材 /3/、/32:引張材取付筒/11/
、/lA2ニゲラウド注入パイプ(ホース)取付筒20
:引張材 3/:岩盤層における拡孔部 ≠0:受圧盤
 2/:に孔型アンカー定着体蓼、777
Fig. 1 is a perspective view of a packer which is an embodiment of the present invention, in which a tension member mounting tube and a grout injection pipe (hose) mounting tube are respectively provided on the bottom member provided at one end of the packer body; FIG. 2 is a sectional view of a packer according to another embodiment of the present invention, in which both bottom members of the packer body are provided with a tension member and the pipe (hose) attachment tube, respectively. FIG. 3 is a cross-sectional view of a packer according to another embodiment of the present invention, in which a tension member mounting cylinder and the pipe (hose) mounting cylinder are respectively provided inside the packer main body. Fig. ψ is an explanatory view of constructing an earth anchor (rock anchor) using the packer of the present invention. 10: Packer //: Packer body /2/, /, 2
2: Bottom member /3/, /32: Tension material mounting tube /11/
,/lA2 Nigeloud injection pipe (hose) mounting tube 20
: Tensile material 3/: Hole expansion part in rock layer ≠0: Pressure receiving plate 2/: Hole-type anchor anchor base, 777

Claims (1)

【特許請求の範囲】[Claims] 透水性の布製筒体よりなり、アンカー孔の孔壁に密着す
るパッカー本体と、該パッカー本体の少なくとも一方の
端部に設けられた底部材と、該底部材に設けられた引張
材取付筒およびグラウト注入パイプ(またはホース)取
付筒とよりなることを特徴とするアースアンカー用パッ
カー。
A packer body made of a water-permeable cloth cylinder and tightly attached to the hole wall of the anchor hole, a bottom member provided at at least one end of the packer body, a tension member mounting tube provided on the bottom member, and A packer for earth anchors, characterized by consisting of a grout injection pipe (or hose) mounting tube.
JP2788485A 1985-02-15 1985-02-15 Packer for earth anchor Pending JPS61186618A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2788485A JPS61186618A (en) 1985-02-15 1985-02-15 Packer for earth anchor

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2788485A JPS61186618A (en) 1985-02-15 1985-02-15 Packer for earth anchor

Publications (1)

Publication Number Publication Date
JPS61186618A true JPS61186618A (en) 1986-08-20

Family

ID=12233318

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2788485A Pending JPS61186618A (en) 1985-02-15 1985-02-15 Packer for earth anchor

Country Status (1)

Country Link
JP (1) JPS61186618A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100437910B1 (en) * 2000-07-25 2004-06-30 이기웅 grouting apparatus for earth anchor using compound packer and earth anchor construction method using the same
US10654342B2 (en) 2016-02-16 2020-05-19 Hammerglass Ab Protective windscreen arrangement

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100437910B1 (en) * 2000-07-25 2004-06-30 이기웅 grouting apparatus for earth anchor using compound packer and earth anchor construction method using the same
US10654342B2 (en) 2016-02-16 2020-05-19 Hammerglass Ab Protective windscreen arrangement
US11142044B2 (en) 2016-02-16 2021-10-12 Hammerglass Ab Protective windscreen arrangement

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