JPH08209691A - Head part fixing structure of ground anchor - Google Patents

Head part fixing structure of ground anchor

Info

Publication number
JPH08209691A
JPH08209691A JP1903495A JP1903495A JPH08209691A JP H08209691 A JPH08209691 A JP H08209691A JP 1903495 A JP1903495 A JP 1903495A JP 1903495 A JP1903495 A JP 1903495A JP H08209691 A JPH08209691 A JP H08209691A
Authority
JP
Japan
Prior art keywords
anchor
hole
head
tube
ground 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.)
Granted
Application number
JP1903495A
Other languages
Japanese (ja)
Other versions
JP2631279B2 (en
Inventor
Hideo Otaka
英雄 尾高
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.)
Kurosawa Construction Co Ltd
Original Assignee
Kurosawa 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 Kurosawa Construction Co Ltd filed Critical Kurosawa Construction Co Ltd
Priority to JP1903495A priority Critical patent/JP2631279B2/en
Publication of JPH08209691A publication Critical patent/JPH08209691A/en
Application granted granted Critical
Publication of JP2631279B2 publication Critical patent/JP2631279B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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  • Piles And Underground Anchors (AREA)

Abstract

PURPOSE: To tension a PC steel material in a straight line shape toward underground from a fixing part even if a back face curing pipe is not installed at a perpendicular or designed angle in the tensional direction of the PC steel material. CONSTITUTION: A sleeve pipe 2 to restrain a collapse of a hole wall is inserted into and fitted to an inside surface of an anchor hole 1, and a reinforcing rigid plate 3 is installed in an opening part 2a of this sleeve pipe 2. A PC steel material 5 inserted into a back face curing pipe 4 installed on this reinforcing rigid plate 3 is fixed by an anchor head 7.

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、グラウンドアンカーの
頭部定着構造に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a ground anchor head fixing structure.

【0002】[0002]

【従来の技術】従来のグラウンドアンカーの頭部定着構
造は、一般に図6に示すような構造であった。これは、
アンカー孔20の入口部にスリーブ管30が挿嵌され、
このスリーブ管30の開口部に補剛板40が被覆され、
この補剛板40に溶接された背面養生管50内を貫通し
たPC鋼材60がアンカーヘッド70で定着されたもの
である。
2. Description of the Related Art A conventional head anchoring structure of a ground anchor has a structure as shown in FIG. this is,
A sleeve tube 30 is inserted into the entrance of the anchor hole 20,
The opening of the sleeve tube 30 is covered with a stiffening plate 40,
The PC steel material 60 penetrating through the inside of the rear curing pipe 50 welded to the stiffening plate 40 is fixed by the anchor head 70.

【0003】この頭部定着構造において前記背面養生管
50は折り曲げ不能な鋼板で形成され、その上端部が補
剛板40の貫通孔40aに溶接されていた。
In this head fixing structure, the back surface curing tube 50 is formed of a non-bendable steel plate, and the upper end thereof is welded to the through hole 40a of the stiffening plate 40.

【0004】[0004]

【発明が解決しようとする課題】しかし、上記のような
頭部定着構造は補剛板をPC鋼材の定着方向に対して直
角に取り付けるのが困難なため、PC鋼材が背面養生管
内に偏芯した状態で挿入される。このため背面養生管内
における止水パッキンが偏芯方向に押し付けられて反対
側に空隙ができてしまうという問題があった。
However, in the head fixing structure as described above, it is difficult to mount the stiffening plate at right angles to the fixing direction of the PC steel, so that the PC steel is eccentric in the rear curing tube. Inserted in the state. For this reason, there was a problem that the waterproof packing in the rear curing pipe was pressed in the eccentric direction, and a gap was formed on the opposite side.

【0005】さらに、PC鋼材は定着部から地中へ向か
って直線状に緊張されていることが必要であるが、補剛
板がPC鋼材の緊張方向に対して直角又は設計された角
度でなければ、背面養生管部で折れ曲がってしまうこと
もあった。
Further, the PC steel material needs to be linearly tensioned from the fixing portion to the ground, but the stiffening plate must be at a right angle or a designed angle with respect to the tension direction of the PC steel material. For example, sometimes the back curing tube was bent.

【0006】本発明は上記のような問題に鑑みてなされ
たものであり、その目的は、補剛板がPC鋼材の緊張方
向に対して直角又は設計された角度で取り付けられなく
とも、PC鋼材が定着部から地中へ向かって直線状に緊
張できるグラウンドアンカーの頭部定着構造を提供する
ことである。
SUMMARY OF THE INVENTION The present invention has been made in view of the above-described problems, and has as its object to provide a method for mounting a PC steel material even if the stiffening plate is not attached at a right angle or a designed angle to the tension direction of the PC steel material. Is to provide a head anchoring structure of a ground anchor which can be tensioned linearly from the anchoring portion to the ground.

【0007】[0007]

【課題を解決するための手段】以上の課題を達成するた
めの本発明のグラウンドアンカーにおける頭部の定着構
造は、アンカー孔の入口部にスリーブ管が取り付けら
れ、該スリーブ管の開口部に補剛板が被覆され、該補剛
板の貫通孔に取り付けた背面養生管内を貫通したPC鋼
材がアンカーヘッドで定着されたグラウンドアンカーの
頭部定着構造において、前記背面養生管を可撓管とし、
その下部内側に止水パッキンを設けたことを特徴とする
構成とし、前記背面養生管は薄い鋼板で形成されている
ことを特徴とする構成とし、前記背面養生管は補剛板の
貫通孔よりも小径であり、貫通孔の縁との間に適宜間隔
をもって取り付けられていることを特徴とする構成と
し、前記止水パッキンは合成ゴム又は膨潤性ゴムである
ことを特徴とする構成とすることである。
In order to achieve the above object, the head anchoring structure in the ground anchor of the present invention has a sleeve tube attached to the entrance of the anchor hole and a supplementary member to the opening of the sleeve tube. In a head anchor fixing structure of a ground anchor in which a rigid steel plate is covered and a PC steel material penetrating the inside of a rear surface curing tube attached to a through hole of the stiffening plate is fixed by an anchor head, the rear surface curing tube is a flexible tube,
A structure in which a waterproof packing is provided inside the lower part thereof, the back curing tube is formed of a thin steel plate, and the back curing tube is formed from a through hole of a stiffening plate. Are also small in diameter and are attached at appropriate intervals to the edge of the through-hole, and the waterproof packing is made of synthetic rubber or swellable rubber. It is.

【0008】[0008]

【作用】前記背面養生管を可撓管とし、その下部内側に
止水パッキンを設けたことにより、前記背面養生管がP
C鋼材の緊張方向に対して撓むので、補剛板がPC鋼材
の緊張方向に対して直角または設計された角度で取り付
けられなくとも、PC鋼材を定着部から地中へ向かって
直線状に緊張することができるとともに、背面養生管内
の止水パッキンのずれを防げる。
The back curing tube is a flexible tube, and a waterproof packing is provided inside the lower portion of the back curing tube.
Since it bends in the tension direction of the C steel material, even if the stiffening plate is not attached at a right angle or a designed angle to the tension direction of the PC steel material, the PC steel material is linearly formed from the fixing portion toward the ground. Not only can it be tensioned, but it also prevents the water-stop packing inside the rear curing tube from shifting.

【0009】また、背面養生管は薄い鋼板で形成されて
いることにより、PC鋼材の緊張方向への追随が可能と
なる。
Further, since the rear curing pipe is formed of a thin steel plate, it is possible to follow the PC steel in the tension direction.

【0010】また、背面養生管は補剛板の貫通孔よりも
小径であり、貫通孔の縁との間に適宜間隔をもって取り
付けられていることにより、任意の方向に自由に撓むこ
とができる。
Further, since the rear curing tube has a diameter smaller than that of the through hole of the stiffening plate and is attached with an appropriate interval between the rear curing tube and the edge of the through hole, it can be freely bent in any direction. .

【0011】止水パッキンは耐水性の合成ゴムなので、
背面養生管内への浸水を完璧に防げる。
Since the waterproof packing is made of water-resistant synthetic rubber,
Can completely prevent water from entering the rear curing tube.

【0012】止水パッキンが膨潤性ゴムなので、水によ
って膨れることにより背面養生管内への浸水を完璧に防
げる。
Since the waterproof packing is a swellable rubber, swelling by water completely prevents water from entering the rear curing tube.

【0013】[0013]

【実施例】以下、本発明の一実施例を図面に基づいて詳
細に説明する。図1は本発明のグラウンドアンカーの頭
部定着構造の断面図、図2は補剛板がPC鋼材の緊張方
向に対して直角に取り付けられていないグラウンドアン
カーの頭部定着構造の断面図、図3は背面養生管の断面
図である。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of the present invention will be described below in detail with reference to the drawings. FIG. 1 is a cross-sectional view of the head anchoring structure of the ground anchor of the present invention, and FIG. 2 is a cross-sectional view of the head anchoring structure of the ground anchor in which the stiffening plate is not mounted at right angles to the tension direction of the PC steel. 3 is a sectional view of the back curing tube.

【0014】本発明のグラウンドアンカーの頭部定着構
造は、アンカー孔1の内面に孔壁の崩壊を抑制するスリ
ーブ管2が挿嵌され、このスリーブ管2の開口部2aに
補剛板3が取り付けられ、この補剛板3に取り付けられ
た背面養生管4内に挿入されたPC鋼材5をアンカーヘ
ッド6で定着して構成されている。なお、前記PC鋼材
5はPC鋼より線、PC鋼線およびPC鋼棒が使用され
ている。
In the ground anchor head fixing structure of the present invention, the sleeve tube 2 for suppressing collapse of the hole wall is inserted into the inner surface of the anchor hole 1, and the stiffening plate 3 is provided in the opening 2a of the sleeve tube 2. It is constructed by fixing the PC steel material 5 inserted into the back surface curing tube 4 attached to the stiffening plate 3 with the anchor head 6. The PC steel material 5 uses a PC steel strand, a PC steel wire and a PC steel rod.

【0015】背面養生管4は上部の大口径部4aと小径
な筒体部4bが薄いステンレス板で一体形成され、大口
径部4aの周囲の鍔部4cが支圧板7で補剛板3に挾着
され、鍔部4cの周囲にシートパッキン12を設けてボ
ルト止めされている。
The rear curing tube 4 has an upper large-diameter portion 4a and a small-diameter cylindrical portion 4b integrally formed of a thin stainless steel plate, and a flange portion 4c around the large-diameter portion 4a is fixed to the stiffening plate 3 by a supporting plate 7. A sheet packing 12 is provided around the flange 4c and is bolted.

【0016】このように筒体部4bは小径であるため補
剛板3の貫通孔3aの縁との間に所定の間隙部8が形成
され、この間隙部8で背面養生管4が自由に撓むように
なっている。
As described above, since the cylindrical portion 4b has a small diameter, a predetermined gap 8 is formed between the cylindrical portion 4b and the edge of the through hole 3a of the stiffening plate 3, and the rear curing pipe 4 can be freely formed in the gap 8. It bends.

【0017】これは、上記のように背面養生管4が薄い
ステンレス板で形成され、しかも筒体部4bが小径であ
るため、所定の方向に一定の力が加えられると大口径部
4aとの境界部4dで折り曲げられる。
This is because the rear curing pipe 4 is formed of a thin stainless steel plate as described above, and the cylindrical body 4b has a small diameter. It is bent at the boundary 4d.

【0018】また、背面養生管4内にはグリースやウレ
タン樹脂等の止水材が充填され、そ下部には合成ゴムの
止水パッキン9が取り付けられ、この止水パッキン9が
適宜厚さを備えているので背面養生管4内への浸水を防
ぐ。
The rear curing pipe 4 is filled with a waterproof material such as grease or urethane resin, and a waterproof gasket 9 made of synthetic rubber is attached to a lower portion thereof, and the waterproof gasket 9 has an appropriate thickness. Since it is provided, it prevents infiltration into the inside of the rear curing tube 4.

【0019】この止水パッキン9は、図2に示すよう
に、背面養生管4をPC鋼材5の偏芯方向に撓ませる厚
さを備え、背面養生管4が所定の方向に撓んだとしても
止水パッキン9が縮むことはない。したがって、背面養
生管4が所定の方向に撓んだとしても、止水性能が十分
に確保できる。
As shown in FIG. 2, the water blocking packing 9 has a thickness for bending the back surface curing pipe 4 in the direction of eccentricity of the PC steel material 5, and assuming that the back surface curing pipe 4 is bent in a predetermined direction. However, the waterproof packing 9 does not shrink. Therefore, even if the back surface curing tube 4 bends in a predetermined direction, sufficient water stopping performance can be ensured.

【0020】このように、止水パッキン9は背面養生管
4の撓みに追随することにより十分な止水性能が確保で
きるので、PC鋼材5を折曲げることなく緊張すること
ができる。
As described above, since the waterproof gasket 9 can ensure sufficient waterproof performance by following the bending of the rear curing tube 4, the PC steel material 5 can be tensioned without bending.

【0021】また、この止水パッキン9を膨潤性ゴムに
すると地下水等で膨潤するので背面養生管4内への浸水
を防ぐことができる。
When the waterproof packing 9 is made of swellable rubber, it swells with groundwater or the like, so that it is possible to prevent the back curing pipe 4 from being flooded.

【0022】図4及び図5は止水パッキン9の他の実施
例を示したものであり、図4はPC鋼材5を挿入する孔
10の内壁に止水用のフィン10aを設けたものであ
り、このフィン10aによってその止水性も十分に確保
することができる。
FIGS. 4 and 5 show another embodiment of the water-stop packing 9. FIG. 4 shows a water-stopping fin 10a provided on the inner wall of a hole 10 into which the PC steel material 5 is inserted. In addition, the fins 10a can sufficiently secure the water stoppage.

【0023】また、図5は孔10の口径を漸次小径にし
たものであり、上端部がPC鋼材5の外径とほぼ同径
か、やや小径に形成されている。したがって、PC鋼材
5は孔10を広げながら挿入されるため、この場合も止
水性を十分に確保することができる。
In FIG. 5, the diameter of the hole 10 is gradually reduced, and the upper end portion is formed to have a diameter substantially the same as the outer diameter of the PC steel material 5 or slightly smaller. Therefore, since the PC steel material 5 is inserted while the hole 10 is expanded, the water stoppage can be sufficiently ensured also in this case.

【0024】[0024]

【発明の効果】背面養生管を可撓管とし、その下部内側
に止水パッキンを設けたことにより、前記背面養生管が
PC鋼材の緊張方向に対して撓むので、補剛板がPC鋼
材の緊張方向に対して直角または設計された角度で取り
付けられなくとも、PC鋼材を定着部から地中へ向かっ
て直線状に緊張することができるとともに、背面養生管
内の止水パッキンのずれを防げる。
According to the present invention, the back curing pipe is a flexible pipe, and a waterproof packing is provided inside the lower part of the pipe, so that the back curing pipe is bent in the tension direction of the PC steel material. Even if it is not installed at a right angle or a designed angle with respect to the tension direction, the PC steel can be tensioned linearly from the anchoring part toward the ground, and the displacement of the waterproof packing in the rear curing pipe can be prevented. .

【0025】背面養生管は薄い鋼板で形成されているこ
とにより、PC鋼材の緊張方向への追随が可能となる。
Since the rear curing pipe is formed of a thin steel plate, it is possible to follow the PC steel in the tension direction.

【0026】背面養生管は補剛板の貫通孔よりも小径で
あり、貫通孔の縁との間に適宜間隔をもって取り付けら
れていることにより、任意の方向に自由に撓むことがで
きる。
The rear curing tube has a smaller diameter than the through hole of the stiffening plate, and can be flexed freely in any direction by being attached at an appropriate distance from the edge of the through hole.

【0027】止水パッキンが膨潤性ゴムなので、水によ
って膨れることにより背面養生管内への浸水を完璧に防
げる。
Since the water-stop packing is a swellable rubber, swelling by water completely prevents water from entering the rear curing tube.

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

【図1】グラウンドアンカーの頭部定着構造の断面図で
ある。
FIG. 1 is a sectional view of a head anchoring structure of a ground anchor.

【図2】背面養生管が撓んだ状態のグラウンドアンカー
の頭部定着構造の断面図である。
FIG. 2 is a cross-sectional view of a head anchoring structure of a ground anchor in a state in which a rear curing tube is bent.

【図3】背面養生管の断面図である。FIG. 3 is a sectional view of a rear curing tube.

【図4】他の背面養生管の断面図である。FIG. 4 is a cross-sectional view of another back curing tube.

【図5】他の背面養生管の断面図である。FIG. 5 is a cross-sectional view of another back surface curing tube.

【図6】従来のグラウンドアンカーの頭部定着構造の断
面図である。
FIG. 6 is a sectional view of a conventional head anchoring structure of a ground anchor.

【符号の説明】[Explanation of symbols]

1 アンカー孔 2 スリーブ管 2a 開口部 3 補剛板 3a 貫通孔 4 背面養生管 5 PC鋼材 6 アンカーヘッド 7 支圧板 8 間隙部 9 止水パッキン DESCRIPTION OF SYMBOLS 1 Anchor hole 2 Sleeve tube 2a Opening 3 Stiffening plate 3a Through hole 4 Back curing tube 5 PC steel material 6 Anchor head 7 Support plate 8 Gap 9 Waterproof packing

Claims (4)

【特許請求の範囲】[Claims] 【請求項1】 アンカー孔の入口部にスリーブ管が取り
付けられ、該スリーブ管の開口部に補剛板が被覆され、
該補剛板の貫通孔に取り付けた背面養生管内を貫通した
PC鋼材がアンカーヘッドで定着されたグラウンドアン
カーの頭部定着構造において、前記背面養生管を可撓管
とし、その下部内側に止水パッキンを設けたことを特徴
とするグラウンドアンカーの頭部定着構造。
1. A sleeve tube is attached to an entrance of an anchor hole, and an opening of the sleeve tube is covered with a stiffening plate.
In the head anchoring structure of the ground anchor, in which the PC steel material penetrating through the rear curing pipe attached to the through hole of the stiffening plate is fixed by an anchor head, the rear curing pipe is a flexible pipe, and water is stopped inside the lower part thereof. The head anchor structure of the ground anchor characterized by packing.
【請求項2】 前記背面養生管は薄い鋼板で形成されて
いることを特徴とする請求項1に記載のグラウンドアン
カーの頭部定着構造。
2. The head anchor structure for a ground anchor according to claim 1, wherein the rear curing pipe is formed of a thin steel plate.
【請求項3】 前記背面養生管は補剛板の貫通孔よりも
小径であり、貫通孔の縁との間に適宜間隔をもって取り
付けられていることを特徴とする請求項1または2に記
載のグラウンドアンカーの頭部定着構造。
3. The back curing tube according to claim 1, wherein the back curing tube has a smaller diameter than a through hole of the stiffening plate, and is attached at an appropriate distance from an edge of the through hole. Ground anchor head anchoring structure.
【請求項4】 前記止水パッキンは合成ゴム又は膨潤性
ゴムであることを特徴とする請求項1に記載のグラウン
ドアンカーの頭部定着構造。
4. The head anchoring structure for a ground anchor according to claim 1, wherein the waterproof packing is made of synthetic rubber or swellable rubber.
JP1903495A 1995-02-07 1995-02-07 Ground anchor head anchoring structure Expired - Lifetime JP2631279B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1903495A JP2631279B2 (en) 1995-02-07 1995-02-07 Ground anchor head anchoring structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1903495A JP2631279B2 (en) 1995-02-07 1995-02-07 Ground anchor head anchoring structure

Publications (2)

Publication Number Publication Date
JPH08209691A true JPH08209691A (en) 1996-08-13
JP2631279B2 JP2631279B2 (en) 1997-07-16

Family

ID=11988163

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1903495A Expired - Lifetime JP2631279B2 (en) 1995-02-07 1995-02-07 Ground anchor head anchoring structure

Country Status (1)

Country Link
JP (1) JP2631279B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2015010354A (en) * 2013-06-27 2015-01-19 岡部株式会社 Water cutoff member for ground anchor

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2015010354A (en) * 2013-06-27 2015-01-19 岡部株式会社 Water cutoff member for ground anchor

Also Published As

Publication number Publication date
JP2631279B2 (en) 1997-07-16

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