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JP2005273317A - Spacer for anchor - Google Patents

Spacer for anchor Download PDF

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Publication number
JP2005273317A
JP2005273317A JP2004089066A JP2004089066A JP2005273317A JP 2005273317 A JP2005273317 A JP 2005273317A JP 2004089066 A JP2004089066 A JP 2004089066A JP 2004089066 A JP2004089066 A JP 2004089066A JP 2005273317 A JP2005273317 A JP 2005273317A
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JP
Japan
Prior art keywords
spacer
anchor
casing
hole
grips
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
JP2004089066A
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Japanese (ja)
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JP4532952B2 (en
Inventor
Masashi Ichikawa
真佐史 市川
Ryota Kobayashi
亮太 小林
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SE Corp
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SE Corp
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Priority to JP2004089066A priority Critical patent/JP4532952B2/en
Publication of JP2005273317A publication Critical patent/JP2005273317A/en
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Publication of JP4532952B2 publication Critical patent/JP4532952B2/en
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  • Piles And Underground Anchors (AREA)
  • Reinforcement Elements For Buildings (AREA)

Abstract

<P>PROBLEM TO BE SOLVED: To provide a spacer insertable through a casing and having a restoring property while preventing deviation within a hole of an anchor regarding the spacer for the anchor. <P>SOLUTION: This spacer 1 for the anchor is composed of a pair of spaced cylindrical grips 2, 2; a plurality of connecting plates 3 laid between the grips and disposed in the circumferential direction of the grips; and a plurality of covering depth restoring plates 4 laid between the grips disposed in the circumferential direction of the grips and each formed with two radially curved parts. <P>COPYRIGHT: (C)2006,JPO&NCIPI

Description

本発明は、例えば、地盤の法面や擁壁等の崩落を防止する永久アンカーにおける、削孔径に対する半径方向のアンカー位置を略中心に位置させるアンカー用スペーサーに関するものである。   The present invention relates to an anchor spacer for positioning an anchor position in a radial direction with respect to a drilling hole diameter, for example, in a permanent anchor that prevents collapse of a slope of a ground or a retaining wall.

従来、図4に示すように、地盤12や擁壁等における永久グラウンドアンカー13において、掘削した孔14に挿入されるアンカーにおける、耐荷体16、定着部17の、孔径に対する偏倚を防止するために、間隔維持のためのスペーサー(提灯スペーサーと称される)11が用いられる。このようなスペーサーとして、例えば、ポリエチレン等の合成樹脂製のスペーサとすることで、それまでの鋼製の提灯スペーサーに対して耐食性、取付作業性、アンカー鋼棒に対する傷付き防止に優れたものが提案されて知られている(特許文献1参照)。
特開平8−85948号公報
Conventionally, as shown in FIG. 4, in the permanent ground anchor 13 on the ground 12, the retaining wall, etc., in order to prevent deviation of the load bearing body 16 and the fixing portion 17 with respect to the hole diameter in the anchor inserted into the excavated hole 14. A spacer (referred to as a lantern spacer) 11 for maintaining the distance is used. As such a spacer, for example, a spacer made of a synthetic resin such as polyethylene is superior in corrosion resistance, mounting workability, and damage prevention to an anchor steel bar compared to a steel lantern spacer made so far. It has been proposed and known (see Patent Document 1).
JP-A-8-85948

しかし、上記アンカー用スペーサーにおいては、形が提灯型であり、それをアンカーに装着して、地盤を削孔し当該孔の崩落を防止するケーシングに前記アンカーを挿入する際、ケーシングの継ぎ目におけるカップリング部分を通過させる必要がある。
よって、前記スペーサーの外径は、前記カップリング部の内径(ケーシング内径よりも更に小さい径である)よりも小さくせざるを得ない。そうすると、ケーシングを前記孔から引き抜いた後は、孔径に対して半径方向で隙間が大きくなり、アンカーが孔の中で片寄ってしまう。
However, in the anchor spacer, the shape is a lantern type, and when the anchor is inserted into the casing which is attached to the anchor and prevents the collapse of the hole by drilling the ground, the cup at the seam of the casing is used. It is necessary to pass the ring part.
Therefore, the outer diameter of the spacer must be smaller than the inner diameter of the coupling portion (which is a smaller diameter than the casing inner diameter). Then, after the casing is pulled out from the hole, the gap becomes larger in the radial direction with respect to the hole diameter, and the anchor is offset in the hole.

その場合、前記合成樹脂性のスペーサーを、アンカーが片寄りしないように外径を大きくすればよいが、そうすると前記カップリング部の内径を通過できないという不都合が生じる。また、前記スペーサーは、円筒状把持部と湾曲した支持部とで成り、この湾曲した支持部が強度的に強くし形成てあって、非常に堅いので、前記カップリング部の通過のためには、該スペーサーの外径を大きくすることができない。   In that case, the outer diameter of the synthetic resin spacer may be increased so that the anchor is not displaced, but this causes a disadvantage that the inner diameter of the coupling portion cannot be passed. Further, the spacer is composed of a cylindrical gripping portion and a curved support portion, and this curved support portion is formed to be strong and strong, so that it is very stiff so that it can pass through the coupling portion. The outer diameter of the spacer cannot be increased.

これとは逆に、当該支持部の強度を弱くして可撓性を持たせると、前記カップリング部の通過は可撓性により可能となるが、アンカー自重によりつぶれてしまい、孔内において片寄りが生じて、アンカーの被り厚を確保できない、という課題がある。   On the other hand, if the strength of the supporting portion is weakened to make it flexible, the coupling portion can be passed due to the flexibility, but it is crushed by the anchor's own weight, and is broken in the hole. There arises a problem that the cover thickness of the anchor cannot be secured due to the deviation.

このように、従来のアンカーのスペーサーにおいて、アンカーを孔の中心に維持させて被り厚を均一に確保し、かつ、孔側の最小径となるケーシングの継ぎ目におけるカップリング部の内径を通過させることができないことが課題である。   In this way, in the conventional anchor spacer, the anchor is maintained at the center of the hole to ensure a uniform covering thickness, and the inner diameter of the coupling portion at the seam of the casing, which is the minimum diameter on the hole side, is allowed to pass. The problem is that it cannot be done.

本発明に係るアンカー用スペーサーの要旨は、一対の離間された円筒状の把持部と、前記把持部の間に架設され当該把持部の周方向に複数配設された連結板と、前記把持部の間に架設され当該把持部の周方向に複数配設されるとともに半径方向に湾曲した湾曲部が2カ所形成された被り厚復元板と、から構成されて成ることである。   The gist of the anchor spacer according to the present invention is a pair of spaced cylindrical gripping portions, a plurality of connecting plates provided between the gripping portions and arranged in the circumferential direction of the gripping portion, and the gripping portions. And a covering thickness restoring plate which is provided in plural in the circumferential direction of the gripping portion and has two curved portions curved in the radial direction.

また、前記スペーサー全体が合成樹脂製であり、被り厚復元板の板厚が2±0.5mmであること、;
更に、前記スペーサーが、その長手方向の軸芯に沿って上下に分割された分割体によって構成されていること、
を含むものである。
The entire spacer is made of synthetic resin, and the thickness of the covering thickness restoring plate is 2 ± 0.5 mm;
Furthermore, the spacer is constituted by a divided body that is divided up and down along the longitudinal axis.
Is included.

本発明のアンカー用スペーサーは、地盤を削孔したケーシングの継ぎ目におけるカップリング内径に対して、被り厚復元板が柔軟に変形して、この部分を通過することができる。更に、そのカップリング内径を通過した後は、その復元力により元の状態に膨らみ、孔径に対するアンカーの片寄りを防止する。これにより、孔に対するアンカーの被り厚が確保される。
このように、前記被り厚復元板が可撓性を有すると共に、アンカーの自重に押しつぶされることなく被り厚を確保する強度を有するには、板厚が2±0.5mmであることで達成されるものである。
更に、スペーサーを2分割体にすることで、アンカーに装着する作業が容易となる。
In the anchor spacer of the present invention, the covering thickness restoring plate can be deformed flexibly with respect to the coupling inner diameter at the joint of the casing in which the ground has been drilled, and can pass through this portion. Further, after passing through the coupling inner diameter, the restoring force swells to the original state to prevent the anchor from being displaced with respect to the hole diameter. Thereby, the covering thickness of the anchor with respect to the hole is ensured.
As described above, the cover thickness restoring plate is flexible and has the strength to secure the cover thickness without being crushed by the weight of the anchor. This is achieved by the plate thickness being 2 ± 0.5 mm. Is.
Furthermore, the operation | work which mounts to an anchor becomes easy by making a spacer into 2 parts.

本発明に係るアンカー用スペーサー1は、図1に示すように、全体が合成樹脂製(例えば、ABS樹脂製)で、一対の離間された円筒状の把持部2,2と、前記把持部2,2の間に架設され当該把持部2の周方向に複数配設された連結板3と、前記把持部2,2の間に架設され当該把持部2の周方向に複数配設されるとともに半径方向に湾曲した湾曲部4aが2カ所形成された被り厚復元板4とから構成されて成る。   As shown in FIG. 1, the anchor spacer 1 according to the present invention is entirely made of synthetic resin (for example, made of ABS resin), and a pair of spaced cylindrical gripping portions 2 and 2, and the gripping portion 2. , 2 and a plurality of connecting plates 3 provided in the circumferential direction of the gripping part 2 and a plurality of connecting plates 3 provided between the gripping parts 2 and 2 and provided in the circumferential direction of the gripping part 2 It comprises a covering thickness restoring plate 4 formed with two curved portions 4a curved in the radial direction.

前記被り厚復元板4は、その厚さが2mmであり、本発明の目的を達成するため、アンカーに装着した際にそのアンカーの自重により押し潰されることのない強度を有し、且つ、ケーシングのカップリング内径を通過する際には可撓性により変形して通過できるような強度となるような厚みとして、2±0.5mmとする。   The covering thickness restoring plate 4 has a thickness of 2 mm, and has the strength not to be crushed by its own weight when mounted on the anchor in order to achieve the object of the present invention, and the casing. When passing through the inner diameter of the coupling, the thickness is set to 2 ± 0.5 mm so as to be strong enough to be deformed by flexibility.

また、前記円筒状の把持部2は、図1(A)に示すように、上下方向において、その中心部から2分割されるものである。円筒状に組み立てるときには、互いに相補的に嵌合するロック部2aにより、係止させるものである。   In addition, as shown in FIG. 1A, the cylindrical gripping portion 2 is divided into two parts from the center in the vertical direction. When assembling in a cylindrical shape, it is locked by the lock portions 2a that are complementarily fitted to each other.

この実施例では、図1に示すように、前記連結板3は、周方向に均等に6カ所、前記被り厚復元板4は、同じく周方向に均等に6カ所に設けられている。   In this embodiment, as shown in FIG. 1, the connecting plate 3 is provided at six locations equally in the circumferential direction, and the covering thickness restoring plate 4 is also provided at six locations equally in the circumferential direction.

このスペーサー1と、地盤に孔を削孔するケーシング5との外径と内径との関係について説明する。図1(B)に示すスペーサー1の把持部2の内径hは、図2に示すアンカーにおける耐荷体6の外径gとほぼ同じ若しくは若干大きく、該把持部2の外径aは図1(C)に示すケーシング5のカップリング内径dよりも小さい。   The relationship between the outer diameter and the inner diameter of the spacer 1 and the casing 5 that forms a hole in the ground will be described. The inner diameter h of the grip portion 2 of the spacer 1 shown in FIG. 1B is substantially the same as or slightly larger than the outer diameter g of the load bearing member 6 in the anchor shown in FIG. It is smaller than the coupling inner diameter d of the casing 5 shown in C).

また、前記スペーサー1の外径bは、図1(C)に示す前記ケーシング5の内径cよりもほぼ同じか若しくは若干小さく、かつ、カップリング内径dよりも大きい。また、図1(A)に示す被り復元板4の湾曲した一山の長さfは、前記カップリング部の幅eとほぼ同じくらいの幅である。   The outer diameter b of the spacer 1 is substantially the same as or slightly smaller than the inner diameter c of the casing 5 shown in FIG. 1C, and is larger than the coupling inner diameter d. Further, the length f of the curved peak of the covering restoration plate 4 shown in FIG. 1A is substantially the same as the width e of the coupling portion.

以上のようなスペーサー1による使用方法を説明する。まず、図2に示すように、アンカーの下部の鋼製耐荷体6に、例えば、3個のスペーサー1を適宜な間隔を置いて、2分割体で挟んでロックし、装着する。   A method of using the spacer 1 as described above will be described. First, as shown in FIG. 2, for example, three spacers 1 are sandwiched between two divided bodies at an appropriate interval and locked to a steel load-bearing body 6 below the anchor.

次に、図3に示すように、地盤に孔を削孔したケーシング5内に、前記アンカーの定着部側から挿入する。すると、スペーサー1の外径bがケーシング5の内径cとほぼ同じか若しくは若干小さいのでスムーズに挿入される。次に、図3(B)に示すように、カップリング部5aに至ると、前記スペーサー1の外径bがカップリング内径dよりも大きいので、最初の山4aが、その可撓性により潰されて変形する。   Next, as shown in FIG. 3, the anchor 5 is inserted from the anchoring portion side into the casing 5 having a hole drilled in the ground. Then, since the outer diameter b of the spacer 1 is substantially the same as or slightly smaller than the inner diameter c of the casing 5, it can be inserted smoothly. Next, as shown in FIG. 3B, when the coupling portion 5a is reached, the outer diameter b of the spacer 1 is larger than the coupling inner diameter d, so that the first peak 4a is crushed by its flexibility. Deformed.

前記最初の湾曲した山4aが潰されて、その変形が次の湾曲した山4a側に寄せられる。そして、同図(C)に示すように、前記カップリング部5aを最初の湾曲した山4aが通過すると、該山4aの形状が元に復元し、次の山4aがカップリング部5aに到達して、潰されて変形する。このときには、その変形が前記最初の山4aの方に寄せられる。   The first curved peak 4a is crushed and its deformation is brought to the next curved peak 4a side. Then, as shown in FIG. 5C, when the first curved peak 4a passes through the coupling part 5a, the shape of the peak 4a is restored to the original, and the next peak 4a reaches the coupling part 5a. Then, it is crushed and deformed. At this time, the deformation is brought toward the first mountain 4a.

その後、図3(D)に示すように、スペーサー1が、カップリング部5aを通過する。このようにして、アンカーが孔内に挿入された後に、前記ケーシング5が撤去され、この孔にグラウトが充填される。前記スペーサー1の被り厚復元板4が、前記カップリング部5aを通過した後、元の形状に戻り、耐荷体6等のアンカーの被り厚を確保するものである。   Thereafter, as shown in FIG. 3D, the spacer 1 passes through the coupling portion 5a. In this way, after the anchor is inserted into the hole, the casing 5 is removed and the hole is filled with grout. The covering thickness restoring plate 4 of the spacer 1 returns to the original shape after passing through the coupling portion 5a, and secures the covering thickness of the anchor such as the load bearing body 6.

前記被り厚復元板4の外径bが、ケーシング5の内径cとほぼ同じなので、アンカーの耐荷体6を孔の中心部に維持させることができ、片寄りが防止される。また、この被り厚復元板4の外径bを、ケーシング5の外径とほぼ同じにして、ケーシング5内に当該被り復元板4を変形させながら挿入すれば、ケーシング5を孔から撤去した後に、当該孔内において耐荷体6を、精度良く中心部に位置させることができる。   Since the outer diameter b of the covering thickness restoring plate 4 is substantially the same as the inner diameter c of the casing 5, the anchor load-bearing body 6 can be maintained at the center of the hole, and the deviation is prevented. In addition, if the outer diameter b of the covering thickness restoring plate 4 is made substantially the same as the outer diameter of the casing 5 and the covering restoring plate 4 is inserted into the casing 5 while being deformed, the casing 5 is removed from the hole. In the hole, the load bearing member 6 can be accurately positioned at the center.

本発明に係るアンカー用スペーサー1の正面図(A)、側面図(B)、ケーシング5の一部断面図(C)である。It is the front view (A), side view (B), and partial sectional view (C) of the casing 5 of the anchor spacer 1 according to the present invention. 同本発明のアンカー用スペーサー1をアンカーの下部耐荷体6に装着した状態の正面図である。It is a front view of the state which attached the spacer 1 for anchors of the same invention to the lower load-bearing body 6 of the anchor. 同アンカー用スペーサー1の使用状態を順に示す説明図(A)〜(D)である。It is explanatory drawing (A)-(D) which shows the use condition of the spacer 1 for anchors in order. 従来例に係るスペーサ11を使用した例の説明図である。It is explanatory drawing of the example using the spacer 11 which concerns on a prior art example.

符号の説明Explanation of symbols

1 アンカー用スペーサー、
2 把持部、 2a ロック部、
3 連結板、
4 被り厚復元板、
5 ケーシング、 5a カップリング部
6 耐荷体。
1 Anchor spacer,
2 gripping part, 2a locking part,
3 connecting plate,
4 Cover thickness restoration plate,
5 Casing, 5a Coupling part 6 Load-bearing body.

Claims (3)

一対の離間された円筒状の把持部と、
前記把持部の間に架設され当該把持部の周方向に複数配設された連結板と、
前記把持部の間に架設され当該把持部の周方向に複数配設されるとともに半径方向に湾曲した湾曲部が2カ所形成された被り厚復元板と、
から構成されて成ること、
を特徴とする アンカー用スペーサー。
A pair of spaced cylindrical grippers;
A plurality of connecting plates laid between the gripping portions and arranged in the circumferential direction of the gripping portions;
A covering thickness restoring plate constructed between the gripping portions and disposed in a plurality of circumferential directions of the gripping portions and having two curved portions curved in the radial direction;
Consisting of:
An anchor spacer.
スペーサー全体が合成樹脂製であり、被り厚復元板の板厚が2±0.5mmであること、
を特徴とする請求項1に記載のアンカー用スペーサー。
The entire spacer is made of synthetic resin, and the thickness of the covering thickness restoring plate is 2 ± 0.5 mm.
The anchor spacer according to claim 1.
スペーサーが、その長手方向の軸芯に沿って上下に分割された分割体によって構成されていること、
を特徴とする請求項1または2に記載のアンカー用スペーサー。
The spacer is constituted by a divided body that is divided up and down along the longitudinal axis.
The anchor spacer according to claim 1 or 2.
JP2004089066A 2004-03-25 2004-03-25 Anchor spacer Expired - Lifetime JP4532952B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2004089066A JP4532952B2 (en) 2004-03-25 2004-03-25 Anchor spacer

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Application Number Priority Date Filing Date Title
JP2004089066A JP4532952B2 (en) 2004-03-25 2004-03-25 Anchor spacer

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Publication Number Publication Date
JP2005273317A true JP2005273317A (en) 2005-10-06
JP4532952B2 JP4532952B2 (en) 2010-08-25

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ID=35173280

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Application Number Title Priority Date Filing Date
JP2004089066A Expired - Lifetime JP4532952B2 (en) 2004-03-25 2004-03-25 Anchor spacer

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Country Link
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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2019048366A1 (en) * 2017-09-11 2019-03-14 HellermannTyton s.a.s. Centring device for a reinforcing bar

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2019048366A1 (en) * 2017-09-11 2019-03-14 HellermannTyton s.a.s. Centring device for a reinforcing bar
FR3071005A1 (en) * 2017-09-11 2019-03-15 Hellermanntyton CENTERING DEVICE FOR A REINFORCING BAR

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JP4532952B2 (en) 2010-08-25

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