JPH025206B2 - - Google Patents
Info
- Publication number
- JPH025206B2 JPH025206B2 JP59152138A JP15213884A JPH025206B2 JP H025206 B2 JPH025206 B2 JP H025206B2 JP 59152138 A JP59152138 A JP 59152138A JP 15213884 A JP15213884 A JP 15213884A JP H025206 B2 JPH025206 B2 JP H025206B2
- Authority
- JP
- Japan
- Prior art keywords
- core material
- tension
- spacer
- removable anchor
- core
- 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 - Lifetime
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/74—Means for anchoring structural elements or bulkheads
- E02D5/80—Ground anchors
- E02D5/808—Ground 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)
Description
【発明の詳細な説明】
本発明は、使用中は土留壁等を確実に支持する
事ができ、使用後は設置場所から簡単に撤去し得
る除去式アンカーに関するものである。DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a removable anchor that can reliably support an earth retaining wall or the like during use and that can be easily removed from the installation site after use.
〈〉 発明の目的 [産業上の利用分野] 建設。〈〉 Purpose of the invention [Industrial application field] construction.
[従来の技術]
工事終了後に地中から除去する除去式アンカー
が各種開発されている。[Prior Art] Various types of removable anchors have been developed that are removed from the ground after construction is completed.
本発明はその中の、中空孔をつくることにより
緊張材を除去する除去式アンカーに関するもので
ある。 The present invention relates to a removable anchor that removes tendons by creating a hollow hole.
芯抜き方式の除去式アンカーの原理は、芯材の
回りを複数本のPC鋼線で囲み緊張材とし、撤去
時には芯材をまず抜き、結束の弱まつたPC鋼線
の束からPC鋼線等の緊張材を一本ずつ引抜き撤
去する方法である。 The principle of a removable anchor using the core removal method is that the core material is surrounded by multiple PC steel wires to act as a tension material.When removing the core material, the core material is first removed, and then the PC steel wires are removed from the bundle of PC steel wires that have weakened their cohesion. This method involves pulling out and removing the tension members one by one.
[本発明が解決しようとする問題点]
芯抜き方式の除去式アンカーでは、いかにして
容易に、かつ大きい寸法の中空孔を各PC鋼線の
内側につくるかという点が問題として常に存在す
る。[Problems to be Solved by the Invention] In removable anchors using the core removal method, there is always the problem of how to easily create large-sized hollow holes inside each PC steel wire. .
[本発明の目的]
本発明は筒状に配されたPC鋼線の内側に容易
に、かつ大きい寸法の中空孔をつくることによつ
て緊張材の撤去が可能な、除去式アンカーを提供
することを目的とする。[Object of the present invention] The present invention provides a removable anchor in which tendons can be easily removed by creating a large hollow hole inside a cylindrical PC steel wire. The purpose is to
すなわち本発明は、アンボンドタイプの芯材
と、芯材の周囲に位置し芯材が除去された場合に
分解してしまう複数のコマよりなるスペーサー
と、芯材とスペーサーの外周に位置させた緊張材
とで構成する、除去式アンカーに関するものであ
る。 In other words, the present invention consists of an unbonded core material, a spacer made up of a plurality of pieces located around the core material and which disintegrates when the core material is removed, and a tension spacer located around the outer periphery of the core material and spacer. This relates to a removable anchor consisting of
〈〉 発明の構成
[問題点を解決しようとする手段]
次に本発明の除去式アンカーを図面にもとづい
て説明する。<> Structure of the Invention [Means for Solving the Problems] Next, the removable anchor of the present invention will be explained based on the drawings.
本発明の除去式アンカーは中空の筒体である芯
材2の先端部分に複数の環状のスペーサー3を環
装し、その回りを複数の緊張材1で筒状に囲つた
ものである。(第1〜2図)
そしてアンカーの挿入孔4に挿入する先端側を
定着長部aとし、地盤の締結部5から外部に露出
している一方の端部を緊張端部b、さらに両者間
を自由長部cとする。 The removable anchor of the present invention has a plurality of annular spacers 3 encircled at the tip of a core member 2, which is a hollow cylindrical body, and a plurality of tension members 1 surrounding the core member 2 in a cylindrical shape. (Figures 1 and 2) The tip of the anchor inserted into the insertion hole 4 is the anchor length part a, and the one end exposed to the outside from the fastening part 5 of the ground is the tension end b, and further between the two. Let be the free length c.
(イ) 緊張材
緊張材1としては、断面が円形で挿入孔4の長
さよりやや長い程度の複数本のPC鋼線等を使用
する。(a) Tensile material As the tension material 1, use a plurality of PC steel wires or the like having a circular cross section and slightly longer than the length of the insertion hole 4.
そして除去式アンカーの自由長部cにあたる部
分の緊張材1には、その周囲にグリスを塗布する
等して、後述するグラウト材G等に拘束されない
アンボンドタイプとしておく。 The tension material 1 in the portion corresponding to the free length part c of the removable anchor is made into an unbonded type that is not bound by grout material G, etc., which will be described later, by applying grease around the tension material 1.
(ロ) 芯材
芯材2はスチールパイプ等による中空の筒体で
ありその周囲にグリスを塗布する等後述するグラ
ウト材G等に拘束されないアンボンドタイプとし
ておく。(b) Core material The core material 2 is a hollow cylindrical body made of a steel pipe or the like, and the core material 2 is an unbonded type that is not restricted by grout material G, etc., which will be described later, such as applying grease around the core material.
そしてその空洞部分はグラウト材Gを注入する
ときの注入路となる。 The hollow portion becomes an injection path when grouting material G is injected.
そしてその直径は緊張材1より充分大きいもの
とし、芯材2は複数本の緊張材1を筒状に形成し
たその中空部分におさまる部材である。 The diameter thereof is sufficiently larger than the tension material 1, and the core material 2 is a member that fits into the hollow portion of a plurality of tension materials 1 formed into a cylindrical shape.
(ハ) スペーサー(第1,8図)
スペーサー3は芯材2の定着長部a部分に複数
箇所環装する環状の部材である。(C) Spacer (FIGS. 1 and 8) The spacer 3 is an annular member that is attached to the fixing length section a of the core material 2 at a plurality of locations.
環状のスペーサー3は中空の円盤を複数に分割
したおおぎ形のコマ32によつて形成する。 The annular spacer 3 is formed by a cane-shaped piece 32 obtained by dividing a hollow disk into a plurality of pieces.
ただしスペーサー3を芯材2の外周に位置させ
た時にはひとつのコマ32と隣接するコマ32と
の間には間隔Sが存在する寸法に形成する。 However, when the spacer 3 is located on the outer periphery of the core material 2, it is formed in such a dimension that a distance S exists between one piece 32 and an adjacent piece 32.
さらに各コマ32の外周面には上記緊張材1が
嵌合するように半円形に凹設部31を設け後述す
るようにその凹設部31に緊張材1を嵌合して除
去式アンカーを形成する。 Furthermore, a semicircular recess 31 is provided on the outer circumferential surface of each piece 32 so that the tension material 1 can be fitted therein, and as will be described later, the tension material 1 is fitted into the recess 31 to form a removable anchor. Form.
従つて芯材2の回りで、芯材2と緊張材1に挟
まれて円盤を形成していたスペーサー3は、芯材
2を撤去すると各コマ32間の間隔Sを狭める方
向に移動してバラバラに分解してしまう。(第7
図)
(ニ) 除去式アンカーの形成
上記の各部材からなる除去式アンカーは芯材2
の外周にその軸に平行に緊張材1を設置する。 Therefore, when the core material 2 is removed, the spacer 3, which forms a disk around the core material 2 by being sandwiched between the core material 2 and the tension material 1, moves in the direction of narrowing the interval S between each piece 32. It breaks down into pieces. (7th
Figure) (d) Formation of a removable anchor A removable anchor consisting of each of the above members has a core material of 2.
Tensile material 1 is installed on the outer periphery of the specimen parallel to its axis.
そして定着長部a部分の緊張材1は、第1図に
示すように、一定の間隔で環装した状態のスペー
サー3の凹設部31に嵌合する。 As shown in FIG. 1, the tension material 1 of the fixing length part a is fitted into the recessed portion 31 of the spacer 3 which is ringed at regular intervals.
凹設部31に嵌合した緊張材1は分割したスペ
ーサー3の各コマ32を芯材2に押付けるように
して位置するのでその部分では緊張材1と芯材2
間に間隙ができる。 The tension material 1 fitted into the recessed portion 31 is positioned so as to press each piece 32 of the divided spacer 3 against the core material 2, so that the tension material 1 and the core material 2 are separated at that part.
A gap is created in between.
次に本発明の除去式アンカーの使用方法につい
て説明する。 Next, a method of using the removable anchor of the present invention will be explained.
(イ) 除去式アンカーの挿入及びグラウト注入
所定の地盤に削孔した挿入孔4に除去式アンカ
ーの定着長部aの方から挿入孔4内に挿入する。(b) Insertion of removable anchor and injection of grout Insert the removable anchor into the insertion hole 4 drilled in the specified ground from the fixed length part a of the removable anchor.
定着長部aが所定の深さに達したら芯材2の中
空部分を利用してグラウト材Gを注入する。 When the fixing length part a reaches a predetermined depth, the grout material G is injected into the hollow part of the core material 2.
グラウト材Gが硬化して定着長部aの緊張材1
を拘束するが、芯材2及び緊張材1の自由長部c
部分はアンボンドタイプなのでグラウト材Gに拘
束されることはない。 The grout material G has hardened and the tension material 1 of the anchorage length part a has been cured.
is restrained, but the free length c of the core material 2 and tension material 1
Since the part is an unbonded type, it is not restricted by the grout material G.
グラウト材Gによつて定着長部aが固定した
ら、締結部5の緊張材1の緊張端部bに緊張力を
与えてアンカー作用に供する。(第2〜4図)
(ロ) 緊張材の撤去(第5〜7図)
アンカー作業が終了したあと、除去式アンカー
を撤去する。 After the anchoring length part a is fixed by the grout material G, a tension force is applied to the tensioned end part b of the tensioning material 1 of the fastening part 5 to serve as an anchor. (Figures 2 to 4) (b) Removal of tendons (Figures 5 to 7) After anchor work is completed, remove the removable anchor.
[芯材の撤去] まず芯材2を挿入孔4から撤去する。[Removal of core material] First, the core material 2 is removed from the insertion hole 4.
芯材2はアンボンドタイプであるため硬化した
グラウト材Gに拘束されておらず、その引抜きは
容易である。 Since the core material 2 is of an unbonded type, it is not restrained by the hardened grout material G and can be easily pulled out.
芯材2が撤去されると複数の緊張材1によつて
かこまれた空洞部6ができる。 When the core material 2 is removed, a cavity 6 surrounded by a plurality of tendons 1 is created.
[定着長部の状態]
定着長部aでは、緊張材1はスペーサー3によ
り挿入孔4の遠心方向に押し広げられていた。[State of the fixing length portion] In the fixing length portion a, the tension material 1 was pushed apart by the spacer 3 in the centrifugal direction of the insertion hole 4.
しかし芯材2を撤去することにより今度は強引
に押し広げられていた緊張材1が、その弾力によ
つてスペーサー3の各コマ32を空洞部6に押出
すようにして真直になる。 However, by removing the core material 2, the tension material 1, which had been forcibly spread out, pushes out each piece 32 of the spacer 3 into the cavity 6 by its elasticity, and becomes straight.
それによつて芯材2の回りで円盤形を形成して
いたコマ32群は分解してしまい今までスペーサ
ー3部分でグラウト材Gに拘束されていた緊張材
1はその弾力によつて、グラウト材Gから解放さ
れる。 As a result, the group of pieces 32 that had formed a disk shape around the core material 2 disassembled, and the tension material 1, which had been restrained to the grout material G by the spacer 3 section, due to its elasticity, Freed from G.
[緊張材の撤去]
緊張材1は自由長部c部分ではアンボンドタイ
プとなつており、定着長部aでは上述したように
グラウト材Gから解放されるのでその撤去が容易
に行なわれる。[Removal of tension material] The tension material 1 is of an unbonded type at the free length portion c, and is released from the grout material G at the anchorage length portion a as described above, so that the tension material 1 can be easily removed.
(ハ) その他の実施例
上記実施例のスペーサー3は複数のおおぎ形の
コマ32によつて形成したが、第9図に示すよう
にそのコマ32の一つを、外周側が狭いテーパー
をつけたくさび形に形成することも考えられる。(C) Other Examples The spacer 3 of the above example was formed by a plurality of cylindrical pieces 32, but as shown in FIG. It is also conceivable to form it into a wedge shape.
この場合芯材2の撤去によつて空洞部6ができ
ると、テーパーのついたコマ32が空洞部6内に
滑込み各コマ32の結束がゆるむ。 In this case, when a cavity 6 is created by removing the core material 2, the tapered pieces 32 slide into the cavity 6 and the binding of each piece 32 becomes loose.
〈〉 発明の効果
本発明は以上説明したようになるので次のよう
な効果を期待することができる。<> Effects of the Invention Since the present invention has been described above, the following effects can be expected.
(イ) アンボンドタイプの芯材を撤去することけで
簡単に、かつ大きい寸法の空洞部分をつくるこ
とができる。(b) A large cavity can be easily created by simply removing the core material of the unbonded type.
(ロ) 芯材を撤去することにより複数のコマからな
るスペーサーの結束が緩み、おしひろげられて
グラウト材に拘束されていた緊張材がグラウト
材から解放される。(b) By removing the core material, the binding of the spacer consisting of a plurality of pieces is loosened, and the tension material that was spread out and restrained by the grout material is released from the grout material.
(ハ) 芯材とスペーサーと緊張材だけの簡単な構造
である。(c) It has a simple structure consisting of only a core material, spacer, and tension material.
第1図:本発明の除去式アンカーの定着長部の
説明図、第2〜7図:本発明の除去式アンカーの
使用方法の説明図、第8図:スペーサーの説明
図、第9図:その他の実施例の説明図。
1:緊張材、2:芯材、3:スペーサー、4:
挿入孔、5:締結部、31:凹設部、32:コ
マ。
Fig. 1: An explanatory diagram of the anchoring length of the removable anchor of the present invention, Figs. 2 to 7: An explanatory diagram of how to use the removable anchor of the present invention, Fig. 8: An explanatory diagram of the spacer, Fig. 9: Explanatory diagrams of other embodiments. 1: Tensile material, 2: Core material, 3: Spacer, 4:
Insertion hole, 5: Fastening portion, 31: Recessed portion, 32: Top.
Claims (1)
した複数のコマよりなるスペーサーと、 芯材とスペーサーの外周に位置させた緊張材と
で構成する、 除去式アンカー。[Scope of Claims] 1. An unbonded type core material, a spacer consisting of a plurality of pieces arranged at intervals in the circumferential direction on the circumferential surface of the core material, and tension located on the outer periphery of the core material and the spacer. A removable anchor consisting of wood.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP15213884A JPS6131524A (en) | 1984-07-24 | 1984-07-24 | Removal type anchor |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP15213884A JPS6131524A (en) | 1984-07-24 | 1984-07-24 | Removal type anchor |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS6131524A JPS6131524A (en) | 1986-02-14 |
| JPH025206B2 true JPH025206B2 (en) | 1990-02-01 |
Family
ID=15533870
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP15213884A Granted JPS6131524A (en) | 1984-07-24 | 1984-07-24 | Removal type anchor |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS6131524A (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0492017A (en) * | 1990-08-07 | 1992-03-25 | Seiwa Kiko Kk | Core member of anchor tendon and removal of anchor |
Family Cites Families (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS54125808A (en) * | 1978-03-24 | 1979-09-29 | Yuuji Kawai | Method of executing steel material removing system earth anchor |
-
1984
- 1984-07-24 JP JP15213884A patent/JPS6131524A/en active Granted
Also Published As
| Publication number | Publication date |
|---|---|
| JPS6131524A (en) | 1986-02-14 |
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