JPH0216215A - Closer for earth anchor - Google Patents

Closer for earth anchor

Info

Publication number
JPH0216215A
JPH0216215A JP16605388A JP16605388A JPH0216215A JP H0216215 A JPH0216215 A JP H0216215A JP 16605388 A JP16605388 A JP 16605388A JP 16605388 A JP16605388 A JP 16605388A JP H0216215 A JPH0216215 A JP H0216215A
Authority
JP
Japan
Prior art keywords
anchor
water
film
hole
swelling material
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
JP16605388A
Other languages
Japanese (ja)
Inventor
Shigeru Inaba
茂 稲葉
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.)
Toyo Sangyo Co Ltd
Original Assignee
Toyo Sangyo 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 Toyo Sangyo Co Ltd filed Critical Toyo Sangyo Co Ltd
Priority to JP16605388A priority Critical patent/JPH0216215A/en
Publication of JPH0216215A publication Critical patent/JPH0216215A/en
Pending legal-status Critical Current

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  • Piles And Underground Anchors (AREA)

Abstract

PURPOSE:To prevent the occurrence of spring water by a method in which a film to be dissolved upon absorption of water is attached to the periphery of an anchor of PC steel wire, etc., and a swelling material to be expanded upon absorption of water is packed into the film to close the anchor hole. CONSTITUTION:A water-soluble resin film 11 of polyvinyl alcohol, polyethylene, etc., with a water injection port 13 is provided to the periphery of a given place of an anchor 3, and both ends of the film 11 are fixed with a tape. A hose 4 is inserted into the port 13 and a swelling paste material 12 is packed into the film 11. The anchor 3 is inserted into an anchor hole and fixed. The film 11 comes into contact with water and is dissolved in the anchor hole, and the surface of the material 12 is exposed to stop the flow of water by swelling with water.

Description

【発明の詳細な説明】 〈産業上の利用分野〉 本発明は止水性及び取り扱い性に優れた、アースアンツ
ノ−における閉塞装置に関する。
DETAILED DESCRIPTION OF THE INVENTION <Industrial Application Field> The present invention relates to a closure device for an earth anthole, which has excellent water-stopping properties and ease of handling.

(2)フィルムの内径がアンカー孔の口径とほぼ等しい
、請求項(1)に記載のアースアンカーにおける閉塞装
置。
(2) The closure device for an earth anchor according to claim (1), wherein the inner diameter of the film is approximately equal to the diameter of the anchor hole.

(3)アンカー孔内に介挿される閉塞装置であって、周
面に孔を有する形状保持筒と、 この形状保持筒の内外を連続して被覆する布袋〈従来の
技術〉 一般に滞水層にアースアンカーを定着する場合、アンツ
ノ−孔外・\の湧水防止対策工を施すことが必要々なる
(3) A closure device inserted into an anchor hole, which includes a shape-retaining cylinder with a hole on its circumferential surface, and a cloth bag that continuously covers the inside and outside of this shape-retaining cylinder (prior technology). When anchoring the earth anchor, it is necessary to take measures to prevent water from springing outside the hole.

現在この対策工として、アンカー孔内に種々のパッカー
(閉寒装置)を挿入して止水を図ることが提案されてい
る。
Currently, as a measure against this problem, it has been proposed to insert various packers (cold-closing devices) into the anchor hole to stop the water.

く本発明が解決しようとする問題点〉 従来の止水技術には次のような問題点がある。Problems to be solved by the present invention> Conventional water stop technology has the following problems.

くイ〉従来のバッカーは、アンカーを構成するPC鋼線
やpciより線等の周面の間隙や連続した凹凸に追随で
きない。
B) Conventional backers cannot follow the gaps and continuous irregularities on the circumferential surface of the PC steel wire, PCI stranded wire, etc. that make up the anchor.

そのため、この間隙や凹凸に沿って水が流れ出るため、
止水効果の点で不安が残る。
Therefore, water flows out along these gaps and unevenness,
Concerns remain regarding the water-stopping effect.

〈口〉パッカーの取り付けに手数を要し面倒である。<mouth> It is troublesome to install the packer.

〈本発明の目的〉 本発明は以上の点に鑑みて成されたもので、止水効果が
高く、しかも取り扱い性に優れた、アースアンカーにお
ける閉塞装置を提供することを目的とする。
<Object of the present invention> The present invention has been made in view of the above points, and an object of the present invention is to provide a closure device for an earth anchor that has a high water-stopping effect and is easy to handle.

〈本発明の構成〉 次に、本発明の一実施例について説明する。<Configuration of the present invention> Next, one embodiment of the present invention will be described.

〈イ〉閉塞装置 第1.2図に閉塞装置1の一例を示す。<A> Closure device An example of the closure device 1 is shown in FIG. 1.2.

閉塞装置1は、筒状のフィルム11と、このフィルムl
l内に充填する膨潤材12とより(R成する。
The closure device 1 includes a cylindrical film 11 and a cylindrical film 11.
It is formed by the swelling material 12 filled in the inside (R).

く口〉フィルム フィルム11は、極薄のシートで両端を開放した筒状に
形成してなり、その側部に筒状の注入部13を有する。
Exit> Film The film 11 is formed of an extremely thin sheet into a cylindrical shape with both ends open, and has a cylindrical injection part 13 on the side thereof.

フィルム11の口径は、アンカー孔2とほぼ等しく形成
する。
The diameter of the film 11 is formed to be approximately equal to that of the anchor hole 2.

アンツノ−孔2の外径は規格で定められているから、こ
の規格に応じてフィルム11を準備しておくと、現場の
アンツノ−孔2に応じた径のフィルj、11を使い分け
して使用できる。
The outer diameter of the hole 2 is determined by the standard, so if you prepare the film 11 according to this standard, you can use the films j and 11 with different diameters depending on the hole 2 at the site. can.

フィルム11及び注入部13は、適度な可撓性と強度を
有し、且つ、吸水すると溶解する性質の素材、例えばポ
バール(ポリビニルアルコール)や、ポリエチレン等の
尉脂で製作する。
The film 11 and the injection part 13 are made of a material that has appropriate flexibility and strength and dissolves when water is absorbed, such as poval (polyvinyl alcohol) or a resin such as polyethylene.

フィルム11や注入部13を溶解性の素材で形成するの
は、膨潤材12の有する強力な接着性による取り扱い時
における不便さを回避することと、膨潤材12をアンプ
1−孔2内に挿入した後で膨潤させることの2つの目的
を同時に達成するためである。
The reason why the film 11 and the injection part 13 are made of a soluble material is to avoid inconvenience during handling due to the strong adhesive property of the swelling material 12, and to make it easier to insert the swelling material 12 into the hole 2 of the amplifier 1. This is to simultaneously achieve the two purposes of swelling after drying.

即ち、膨潤材12を露出したまま取り扱おうとすると、
手や衣服に付着したり、或は膨潤材12にゴミ等を付着
することが予想される。
That is, if you try to handle the swelling material 12 with it exposed,
It is expected that dirt or the like may adhere to hands or clothes, or may adhere to the swelling material 12.

又、単に取り扱いの不便さを解決するだけなら他の遮水
性部材で被覆すれば良いが、膨潤材12に水を含ませて
膨潤させることができない。
Further, if the inconvenience of handling is simply to be solved, it is sufficient to cover it with another water-blocking member, but it is not possible to impregnate the swelling material 12 with water and cause it to swell.

そこで、膨潤材12の表面を非接着性で、且つ、溶解1
1を有するフィルム11を用いれば、これらの不都合を
同時に回避できる。
Therefore, the surface of the swelling material 12 is made non-adhesive and the surface of the swelling material 12 is made non-adhesive.
1, these disadvantages can be avoided at the same time.

くハ〉膨潤材 膨潤材12は、吸水により数倍の体積に膨潤する公知の
高分子材料である。
(c) Swelling material The swelling material 12 is a known polymeric material that swells to several times its volume by absorbing water.

膨潤材12としては、二液混合タイプで不定形の例えば
ポリウレタン系の主剤に硬化剤を適宜の混合比で添加し
、膨潤倍率が4倍で比重1.43、硬度30C1伸度1
100%、引張強度 14、8Kg/cutのものを使
用できる。
The swelling material 12 is a two-component mixture type in which a curing agent is added to an irregularly shaped main material, such as polyurethane, at an appropriate mixing ratio, and has a swelling ratio of 4 times, a specific gravity of 1.43, a hardness of 30 C, and an elongation of 1.
100%, tensile strength 14.8 kg/cut can be used.

上記に例示した膨潤材12は、強力な接着力と弾力性及
び非透水性ををする。
The swelling material 12 exemplified above has strong adhesive strength, elasticity, and water impermeability.

〈作用3 次に第1.2図を参照しながら前記閉塞装置1を用いた
アースアンカーの止水方法について説明する。
<Function 3> Next, a water-stopping method for an earth anchor using the closure device 1 will be described with reference to FIG. 1.2.

〈イ〉削孔 従来のアースアンカー工法と同様に、地盤中に所定の深
さまでアンカー孔2を削孔する。
<A> Hole Drilling Similar to the conventional earth anchor construction method, anchor holes 2 are drilled into the ground to a predetermined depth.

〈口〉アンカーの組立 アンノJ−孔2の孔外で、アンボンドタイプ或は被覆の
ないpci線等のアンカー3を公知の手順に従って組み
立てる。
<Open> Assembling the anchor Outside the hole J-hole 2, assemble the anchor 3, such as an unbonded type or an uncoated PCI wire, according to a known procedure.

〈ハ〉閉塞装置の取り付け 〈バー■〉フィルムの取り付は 次に、フィルム11をアンカー3の所定の位置に外装し
、フィルム11の両端にテープ等を会き付けて固定する
<C> Attachment of the closing device <B> Attachment of the film: Next, the film 11 is placed on the anchor 3 at a predetermined position, and tape or the like is attached to both ends of the film 11 to fix it.

フィルム11の取り付は位置は、アンカー3をアンカー
孔2内に挿入したときに、閉塞袋fflがアンツノ−孔
2の口元に位置するよう、アンカー孔2及びアンカー3
の全長から割り出して求める。
The film 11 is attached to the anchor hole 2 and the anchor 3 so that when the anchor 3 is inserted into the anchor hole 2, the closure bag ffl is located at the mouth of the anchor hole 2.
Calculate it from the total length of.

くバー2〉膨潤材の充填 次に注入部13にホース4を差し込みテープ等を巻き付
けて固定し、ホース4の基端側の充填装置からフィルム
11内にペースト状の膨潤材12を充填する。
2> Filling with swelling material Next, the hose 4 is inserted into the injection part 13 and fixed by wrapping tape or the like, and a paste-like swelling material 12 is filled into the film 11 from a filling device on the base end side of the hose 4.

膨潤材12は、フィルム11に押さえられてアンカー孔
2の直径とほぼ等しい径の円柱状に成形される。
The swelling material 12 is pressed by the film 11 and formed into a cylindrical shape having a diameter approximately equal to the diameter of the anchor hole 2 .

尚、膨潤材12の充填が終了したら注入部13を折り曲
げてテープ等で閉塞装置1の表面に止めておく。
After filling the swelling material 12, the injection part 13 is bent and fixed to the surface of the closure device 1 with tape or the like.

〈二〉アンプ1−の挿入 アンカー3の途上に閉塞装置1を取り付けた状態で、ア
ンカー孔2内に挿入する。
<2> Inserting the amplifier 1- Insert the amplifier 1- into the anchor hole 2 with the closure device 1 attached to the middle of the anchor 3.

この際、膨潤材12の表面を非接着性のフィルム11が
被覆しているから、付着の心配がない。
At this time, since the surface of the swelling material 12 is covered with the non-adhesive film 11, there is no fear of adhesion.

アンカー3をアンカー孔2の孔底まで挿入すると、閉寒
装置1がアンカー孔2の口元近(に位置することになる
When the anchor 3 is inserted to the bottom of the anchor hole 2, the cold closure device 1 is located near the mouth of the anchor hole 2.

尚、アンカー3を挿入する際、定着用グラウトの注入ホ
ースを、アンカー孔2と閉塞装置1の間を通して挿入し
ておく。
Incidentally, when inserting the anchor 3, a fixing grout injection hose is inserted through the space between the anchor hole 2 and the closing device 1.

〈ホ〉グラウト注入 次に、アンツノ−孔2の孔底にモルタル等の定着用グラ
ウトを注入してアンカー3の定着長部を固定する。
<E> Injection of grout Next, fixing grout such as mortar is injected into the bottom of the anchor hole 2 to fix the fixing length portion of the anchor 3.

最後に、定着用グラウトの注入に使用した注入ホースを
撤去する。
Finally, remove the injection hose used to inject the fixing grout.

〈へ〉閉塞装置の膨潤 フィル1.11がアンカー孔2内で水に接して溶解する
と、膨潤材12の表面が露出する。
<F> When the swelling film 1.11 of the closure device comes into contact with water in the anchor hole 2 and dissolves, the surface of the swelling material 12 is exposed.

ずろと、第3図のように膨潤材12が吸水して膨脹を開
始する。
Over time, the swelling material 12 absorbs water and begins to expand as shown in FIG.

アンツノ−孔2を広げる方向に生じる膨駅圧により、膨
潤材12がアンカー孔2の孔壁に強力に付着するから、
孔壁と膨潤材12の間が止水される。
The swelling material 12 strongly adheres to the wall of the anchor hole 2 due to the swelling pressure generated in the direction of expanding the anchor hole 2.
Water is cut off between the hole wall and the swelling material 12.

又、アンカー3の軸心方向に生じる膨脹圧により、膨潤
材12がアンカー3の周面の凹凸部に食い込むように強
力に付着するから、アンカー3の凹凸の周面間と膨潤材
12との間も確実に止水される。
In addition, due to the expansion pressure generated in the axial direction of the anchor 3, the swelling material 12 strongly adheres to the uneven portion of the circumferential surface of the anchor 3, so that the swelling material 12 and the uneven circumferential surface of the anchor 3 are tightly attached. The water will be completely shut off for a long time.

(にっで、地下水の孔外・\の流出が完全に阻止される
(In this case, the outflow of groundwater outside the hole is completely prevented.

くべ〉アンカーの定着 アンカー孔2の口元の出水を図った状態で、アンプ1−
3の基端をジヤツキ等で緊張し、公知の定着具を用いて
定着する。
With the water coming out from the mouth of the fixing anchor hole 2 of the anchor, the amplifier 1-
The proximal end of 3 is tightened with jacks or the like, and fixed using a known fixing tool.

尚、アンカー3に緊張力を与えたときに、−膨潤材12
も一緒に移動することが予想される。
Note that when tension is applied to the anchor 3, - the swelling material 12
It is expected that they will move together.

しかし、アンカー3がシースを外装したアンボンドタイ
プの場合には、膨潤材12がシースに付着してシース内
の鋼線の移動を許容するから、鋼線を緊張してら膨潤材
12は移動しない。
However, if the anchor 3 is an unbonded type anchor with a sheath, the swelling material 12 adheres to the sheath and allows the steel wire within the sheath to move, so the swelling material 12 will not move even if the steel wire is tensed.

又、アンカー3が鋼線の露出するタイプであっても、膨
潤材12の弾性変形によってアンカー3の移動に追随し
て、止水状態を維持できる。
Furthermore, even if the anchor 3 is of a type in which the steel wire is exposed, the elastic deformation of the swelling material 12 follows the movement of the anchor 3 and maintains the water-tight state.

〈その他の実施例〉 膨潤材を利用したその他の閉塞装置5を第4図に示す。<Other Examples> Another closure device 5 using a swelling material is shown in FIG.

〈イ〉構成 この閉塞装置5は、周面に孔51を有する形状保持筒5
2と、この形状保持筒52の内外を連続して被覆する布
袋53と、布袋53の外周に帯状に塗布した膨潤材54
と、膨潤材54の全表面を被覆するフィルlえ55と、
布袋53内に案内した注入ポース56とからなる。
<A> Configuration This closure device 5 includes a shape-retaining cylinder 5 having a hole 51 on the circumferential surface.
2, a cloth bag 53 that continuously covers the inside and outside of the shape-retaining cylinder 52, and a swelling material 54 applied in a band shape to the outer periphery of the cloth bag 53.
and a filler 55 that covers the entire surface of the swelling material 54.
It consists of an injection port 56 guided into a cloth bag 53.

膨潤材54及びフィルム55は、前記実施例と同一のら
のである。
The swelling material 54 and film 55 are the same as those in the previous embodiment.

く口〉使用方法 アンツノ−孔の入[コに露出するアンカーに閉塞装置5
を外装する。
How to use: Insert the closure device 5 into the anchor exposed in the hole.
Exterior.

そして、注入水−ス56から粘度の大きいアスファルト
、水ガラス等の止水材を注入して布袋53を膨脹させ、
布袋53の内方の周面をアンツノ−に圧着すると共に布
袋53の外方の周面を地山に押し付ける。
Then, the cloth bag 53 is inflated by injecting a water stop material such as high viscosity asphalt or water glass from the injection water source 56,
The inner peripheral surface of the cloth bag 53 is pressed against the soil, and the outer peripheral surface of the cloth bag 53 is pressed against the earth.

膨脹した布袋53の最外周面のフィルム55が水と接し
て溶解すると、膨潤材54が露出する。
When the film 55 on the outermost surface of the expanded cloth bag 53 comes into contact with water and dissolves, the swelling material 54 is exposed.

膨潤材54の膨脹により、さらに他山との圧着力が増し
て高い止水効果が得られる。
Due to the expansion of the swelling material 54, the pressure against other threads is further increased, and a high water-stopping effect can be obtained.

第2図:アンノノ−孔の口元を閉塞装置で止水した時の
アンカーの定着部付近の断面図 第3図:第21のI[[−I[1の断面図第4図:その
池の閉塞装置の部分断面図(本発明の効果〉 本発明では、次の効果が得られる。
Figure 2: A cross-sectional view of the vicinity of the anchor anchorage when water is stopped at the mouth of the anno-hole with a closing device. Figure 3: A cross-sectional view of the 21st I[[-I[1. Partial sectional view of closure device (effects of the present invention) The present invention provides the following effects.

〈イ〉アンカーを構成するPC鋼線やPCllIより線
等の周面の間隙や連続した凹凸が存在しても、膨潤材が
圧着して極めて高い止水効果が得られる。
(A) Even if there are gaps or continuous irregularities on the peripheral surface of the PC steel wire or PCllI stranded wire that constitute the anchor, the swelling material will compress and provide an extremely high water-stopping effect.

〈口〉膨潤材の表面を水により溶解する性質のフィルム
で被覆したので、取り扱い中における付着を確実に防止
でき、取り扱いが容易である。
<Exposure> Since the surface of the swelling material is coated with a film that dissolves in water, adhesion during handling can be reliably prevented and handling is easy.

〈ハ〉工場での大量生産に適した構造である。<C> The structure is suitable for mass production in factories.

〈二〉熟練していない作業具であっても簡単に施工でき
る。
(2) Can be easily installed even with unskilled tools.

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

Claims (3)

【特許請求の範囲】[Claims] (1)アンカー孔内に介挿される閉塞装置であって、両
端を開放した筒体の側部に注入部を有し、且つ、吸水す
ると溶解する性質の素材で形成したフィルムと、 アンカーの周面と前記フィルムとの密封空間内に充填さ
れる水膨潤性の膨潤材とより構成する、アースアンカー
における閉塞装置。
(1) A closure device inserted into an anchor hole, which has an injection part on the side of a cylindrical body with both ends open, and a film made of a material that dissolves when it absorbs water; and a film around the anchor. A closure device for an earth anchor comprising a water-swellable swelling material filled in a sealed space between a surface and the film.
(2)フィルムの内径がアンカー孔の口径とほぼ等しい
、請求項(1)に記載のアースアンカーにおける閉塞装
置。
(2) The closure device for an earth anchor according to claim (1), wherein the inner diameter of the film is approximately equal to the diameter of the anchor hole.
(3)アンカー孔内に介挿される閉塞装置であって、周
面に孔を有する形状保持筒と、 この形状保持筒の内外を連続して被覆する布袋と、 布袋の外周に均一な層厚で帯状に塗布した水膨潤性の膨
潤材と、 膨潤材の全表面を被覆する、吸水により溶解する性質の
素材で形成したフィルムと、 布袋内に案内した注入ホースとより構成する、アースア
ンカーにおける閉塞装置。
(3) A closure device inserted into an anchor hole, which includes a shape-retaining cylinder having a hole on its circumferential surface, a cloth bag that continuously covers the inside and outside of this shape-retaining cylinder, and a uniform layer thickness around the outer periphery of the cloth bag. The earth anchor consists of a water-swellable swelling material applied in a strip shape, a film made of a material that dissolves when absorbed by water and covering the entire surface of the swelling material, and an injection hose guided inside a cloth bag. Occlusion device.
JP16605388A 1988-07-05 1988-07-05 Closer for earth anchor Pending JPH0216215A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP16605388A JPH0216215A (en) 1988-07-05 1988-07-05 Closer for earth anchor

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP16605388A JPH0216215A (en) 1988-07-05 1988-07-05 Closer for earth anchor

Publications (1)

Publication Number Publication Date
JPH0216215A true JPH0216215A (en) 1990-01-19

Family

ID=15824091

Family Applications (1)

Application Number Title Priority Date Filing Date
JP16605388A Pending JPH0216215A (en) 1988-07-05 1988-07-05 Closer for earth anchor

Country Status (1)

Country Link
JP (1) JPH0216215A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0441814A (en) * 1990-06-06 1992-02-12 Fujita Corp Removable type anchor
DE4316295A1 (en) * 1992-05-15 1993-11-18 Ryobi Ltd Image adjustment appts. for offset printer - derives rotation transfer mechanism input from phase difference between cylinder and cylindrical gear position detector signals
JP2013015006A (en) * 2011-06-09 2013-01-24 Sekisui Chem Co Ltd Shaft wall structure and construction method thereof

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0441814A (en) * 1990-06-06 1992-02-12 Fujita Corp Removable type anchor
DE4316295A1 (en) * 1992-05-15 1993-11-18 Ryobi Ltd Image adjustment appts. for offset printer - derives rotation transfer mechanism input from phase difference between cylinder and cylindrical gear position detector signals
DE4316295C5 (en) * 1992-05-15 2004-05-27 Ryobi Ltd., Fuchu Method for setting a circumferential register of a printing cylinder of a printing press
JP2013015006A (en) * 2011-06-09 2013-01-24 Sekisui Chem Co Ltd Shaft wall structure and construction method thereof

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