JPH0531608B2 - - Google Patents
Info
- Publication number
- JPH0531608B2 JPH0531608B2 JP60066635A JP6663585A JPH0531608B2 JP H0531608 B2 JPH0531608 B2 JP H0531608B2 JP 60066635 A JP60066635 A JP 60066635A JP 6663585 A JP6663585 A JP 6663585A JP H0531608 B2 JPH0531608 B2 JP H0531608B2
- Authority
- JP
- Japan
- Prior art keywords
- core material
- anchor
- core
- tension
- grout
- 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
- 239000011162 core material Substances 0.000 claims description 65
- 230000002093 peripheral effect Effects 0.000 claims description 11
- 239000012528 membrane Substances 0.000 claims 1
- 239000000463 material Substances 0.000 description 29
- 210000002435 tendon Anatomy 0.000 description 15
- 239000011440 grout Substances 0.000 description 13
- 229910000831 Steel Inorganic materials 0.000 description 7
- 239000010959 steel Substances 0.000 description 7
- 238000000576 coating method Methods 0.000 description 6
- 239000011248 coating agent Substances 0.000 description 5
- 238000010586 diagram Methods 0.000 description 5
- 239000004568 cement Substances 0.000 description 4
- 238000010276 construction Methods 0.000 description 3
- 239000004519 grease Substances 0.000 description 3
- 238000000034 method Methods 0.000 description 3
- BZHJMEDXRYGGRV-UHFFFAOYSA-N Vinyl chloride Chemical compound ClC=C BZHJMEDXRYGGRV-UHFFFAOYSA-N 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 239000000314 lubricant Substances 0.000 description 2
- 238000004873 anchoring Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
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】
〈産業上の利用分野〉
本発明は、使用中は土留壁等を確実に支持する
事ができ、使用後はアンカーを簡単に撤去し得る
除去式アンカーに関するものである。[Detailed Description of the Invention] <Industrial Application Field> The present invention relates to a removable anchor that can reliably support earth retaining walls, etc. during use, and that can be easily removed after use. .
〈従来の技術〉
工事終了後に地中からアンカーを除去する除去
式アンカー工法が各種開発されている。<Conventional technology> Various removable anchor construction methods have been developed in which the anchor is removed from the ground after construction is completed.
本発明はその中の、中空孔をつくり緊張材をグ
ラウト材の拘束より解放することによりアンカー
を除去するいわゆる芯抜き方式の除去式アンカー
に関するものである。 The present invention relates to a so-called coring-type removable anchor, which removes the anchor by creating a hollow hole and releasing the tension material from the restraint of the grout material.
芯抜き方式の除去式アンカー工法の原理は、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、グラウト材の拘束か
ら緊張材を解放してPC鋼線等の緊張材を一本づ
つ引抜きアンカーを撤去する工法である。 The principle of the removable anchor construction method is to surround the core material with multiple PC steel wires as a tension material.
During removal, the core material is first pulled out, the tension members are released from the restraints of the grout, and the anchors are removed by pulling out the tension members such as prestressed steel wires one by one.
〈本発明が解決しようとする問題点〉
上記のような芯抜き方式の除去式アンカー工法
に使用するアンカーは、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
かという点が焦点となつている。<Problems to be Solved by the Present Invention> How can the anchor used in the above-mentioned core removal type anchor method easily create a large-sized hollow hole inside each PC steel wire? The focus is on that.
本発明は上記のような点に鑑み成されたもの
で、ほぼ筒状に配された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ができ、さ
らに緊張材の引抜きに大きい力を必要としない、
除去式アンカーを提供することを目的とする。 The present invention has been made in view of the above-mentioned points, and can be easily inserted into the inside of a PC steel wire arranged in a substantially cylindrical shape.
It is also possible to create large-sized hollow holes, and it does not require large force to pull out the tendons.
The purpose is to provide a removable anchor.
〈問題点を解決しようとする手段〉
本発明は、芯線と、該芯線を覆い、長手方向に
突出した複数の突起体を有する芯材と、該芯材の
外周に剥離自在に被覆された外周皮膜と、該外周
被膜の外周で、隣接する該突起体間に配置された
緊張材と、を有することを特徴とする除去式アン
カーに関するものである。<Means for Solving the Problems> The present invention provides a core wire, a core material that covers the core wire and has a plurality of projections protruding in the longitudinal direction, and an outer periphery that is removably coated on the outer periphery of the core material. The present invention relates to a removable anchor characterized in that it has a coating and a tendon disposed between adjacent protrusions on the outer periphery of the outer coating.
〈実施例〉
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。(第1図)
(イ) 全体の説明
本発明の除去式アンカーは、例えば塩化ビニー
ル等による角柱体の芯材1と、芯材1の長手方向
の四面に沿つて位置する複数本のPC鋼線等の緊
張材2とで構成した棒状体である。<Example> Next, the removable anchor of the present invention will be explained based on the drawings. (Fig. 1) (a) Overall description The removable anchor of the present invention includes a prismatic core material 1 made of vinyl chloride, for example, and a plurality of PC steels located along the four longitudinal sides of the core material 1. It is a rod-shaped body made up of a tension material 2 such as a wire.
そして、その先端部分を定着長部a、基端側を
緊張端部bとし両者間を自由長部cとする。 The distal end portion thereof is defined as a fixed length portion a, the proximal end thereof is defined as a tensioned end portion b, and the space between the two is defined as a free length portion c.
(ロ) 芯材
芯材1は、例えば塩化ビニール等による角柱体
でありその長手方向の四辺に緊張材2をおさえる
突起体11を設置する。(B) Core material The core material 1 is a prismatic body made of, for example, vinyl chloride, and protrusions 11 for holding the tension material 2 are installed on its four longitudinal sides.
隣接する突起体11は芯材1の一面に位置する
後述の緊張材2を挟持するよう構成する。 Adjacent protrusions 11 are configured to sandwich a tendon material 2, which will be described later, located on one side of the core material 1.
また芯材1の外周面はグリス等の潤滑材を塗布
したのち薄い外周皮膜12で被覆しておく。 Further, the outer circumferential surface of the core material 1 is coated with a lubricant such as grease and then covered with a thin outer circumferential film 12.
さらに芯材1の中心部分には長手方向にPC鋼
線等による芯線13を位置せしめその外周にセメ
ントペーストSを充填して芯線13を角柱体の芯
材1内に固着させる。 Furthermore, a core wire 13 made of a PC steel wire or the like is positioned in the longitudinal direction at the center of the core material 1, and its outer periphery is filled with cement paste S to fix the core wire 13 within the prismatic core material 1.
(ハ) 緊張材
緊張材2としては、断面が円形で所定のアンカ
ー孔Aの長さよりやや長い複数本のPC鋼線等を
使用する。(c) Tensile material As the tension material 2, a plurality of PC steel wires or the like with a circular cross section and slightly longer than the length of the predetermined anchor hole A are used.
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2はシース材等で覆いその内部にグリ
スを充填する等して、後述するグラウト材G等に
緊張材2が直接拘束されないアンボンドタイプと
しておく。 Then, the tension material 2 in the portion corresponding to the free length part c of the removable anchor is covered with a sheath material or the like and filled with grease, etc., to make it an unbonded type in which the tension material 2 is not directly restrained by grout material G, etc., which will be described later. .
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) 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アンカー孔Aに除去式ア
ンカーの定着長部aの方からアンカーを挿入す
る。(b) Inserting the anchor and pouring grout Insert the anchor into the anchor hole A 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グラウト材
Gを注入する。 When the fixing length part a reaches a predetermined depth, grout material G is injected.
グラウト材Gが硬化して定着長部aの緊張材2
を拘束するが自由長部c部分の緊張材2はそれを
覆つているシース材等によつて直接グラウト材G
によつて拘束されることはない。 The grout material G has hardened and the tension member 2 of the anchor length part a
However, the tension material 2 at the free length part c is directly connected to the grout material G by the sheath material covering it.
shall not be bound by.
グラウト材Gによつて定着長部aが固定した
ら、緊張材2の緊張端部bに緊張力を与えてアン
カー作用に供する。 Once 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 2 to serve as an anchor.
(ロ) 緊張材の撤去
アンカー作業が終了したあと、アンカーを撤去
する。(b) Removal of tendons After anchor work is completed, remove the anchors.
[芯材の撤去] (第2図) まず芯材1をアンカーから撤去する。[Removal of core material] (Figure 2) First, core material 1 is removed from the anchor.
芯材1は外周皮膜12によつてグラウト材Gか
ら縁切りされているので硬化したグラウト材Gに
拘束されておらず、剥離自在であつてその引抜き
は容易である。 Since the core material 1 is edged from the grout material G by the outer circumferential film 12, it is not restrained by the hardened grout material G, and can be peeled off and easily pulled out.
まず、芯材1の芯線13に引つ張り力をあたえ
る。 First, a tensile force is applied to the core wire 13 of the core material 1.
芯線13はセメントペーストSによつてまわり
の芯材1と一体に接着しているので、芯線13を
引くと芯材1ごと外周皮膜12から抜け出ること
になる。 Since the core wire 13 is integrally bonded to the surrounding core material 1 by the cement paste S, when the core wire 13 is pulled, the core material 1 and the core material 1 come out of the outer peripheral film 12.
このとき外周皮膜12と芯材1間にはグリス等
の潤滑材が塗布してあるので芯材1をスムーズに
抜き出すことが出来る。 At this time, since a lubricant such as grease is applied between the outer peripheral film 12 and the core material 1, the core material 1 can be pulled out smoothly.
芯材1が撤去されると芯材1の外周皮膜12と
複数の緊張材2によつてかこまれた中空孔3がで
きる。(第4図)
[緊張材の撤去]
次に緊張材2を撤去する。 When the core material 1 is removed, a hollow hole 3 surrounded by the outer peripheral film 12 of the core material 1 and a plurality of tendons 2 is formed. (Figure 4) [Removal of tendons] Next, remove the tendons 2.
グラウト材Gに拘束されている緊張材2および
外周皮膜12の内側は中空孔3になつているので
緊張材2の結束は緩み、緊張材2の引き抜きは容
易である。 Since the inner sides of the tendons 2 and the outer peripheral coating 12 bound by the grout material G are hollow holes 3, the binding of the tendons 2 is loosened, and the tendons 2 can be easily pulled out.
〈その他の実施例1〉
芯材1を第5図に示すように定寸の分割体とし
て形成したものを使用することも可能である。<Other Embodiments 1> It is also possible to use a core material 1 formed as a fixed-sized divided body as shown in FIG.
実際の使用にあたつては、長尺の芯線13に定
寸の芯材1を所定の全長が得られるまでいくつか
貫通させて継ぎ足し、芯線13で連結して使用す
る。 In actual use, the core material 1 of a fixed size is passed through and added to the long core wire 13 until a predetermined total length is obtained, and the core material 1 is connected with the core wire 13 for use.
ここで、芯線13と芯材1とを固着するため注
入するセメントペーストSが、各芯材1間から漏
出する事を防止する必要がある。 Here, it is necessary to prevent the cement paste S injected to fix the core wire 13 and the core material 1 from leaking from between the core materials 1.
セメントペーストSの漏出を防止する手段とし
て、例えば芯材1の一端にジヨイント管14を突
設して行うことができる。 As a means to prevent leakage of the cement paste S, for example, a joint tube 14 may be provided protruding from one end of the core material 1.
このジヨイント管14は、芯材1の軸芯に開設
された孔壁に内接する外径を有し、ジヨイント管
14の一端のみを芯材1に固定して使用する。 The joint tube 14 has an outer diameter inscribed in the wall of a hole formed in the axis of the core material 1, and is used with only one end of the joint tube 14 fixed to the core material 1.
本実施例のように、定寸の芯材1を採用する
と、芯材1の運搬、取り扱い、格納に大変便利で
ある。 When the core material 1 of fixed size is adopted as in this embodiment, it is very convenient to transport, handle, and store the core material 1.
〈その他の実施例2〉
芯材1撤去の際、芯材1と外周皮膜12の間の
摩擦抵抗が小さいほど、芯材1の抜き取りが容易
である。<Other Example 2> When removing the core material 1, the smaller the frictional resistance between the core material 1 and the outer peripheral film 12, the easier the core material 1 can be removed.
そのため、芯材1の全周に軸芯方向の細かい連
続溝を刻設し、芯材1の外周と外周皮膜12とを
線接触させて摩擦抵抗を小さくすることも考えら
れる。 Therefore, it is conceivable to carve fine continuous grooves in the axial direction around the entire circumference of the core material 1 and bring the outer circumference of the core material 1 into line contact with the outer peripheral coating 12 to reduce the frictional resistance.
〈その他の実施例3〉
外周皮膜12を芯材1の長手方向に複数に分割
して形成したものを使用する事も可能である。<Other Embodiment 3> It is also possible to use one in which the outer peripheral film 12 is divided into a plurality of parts in the longitudinal direction of the core material 1.
特に、分割された各外周皮膜12の両縁部に
は、例えば雄型と雌型の噛合わせやはめ合い等に
よる公知の連結手段を設ける。 Particularly, both edges of each of the divided outer peripheral films 12 are provided with known connecting means such as meshing or fitting between a male mold and a female mold.
本実施例の場合、芯材1に外周皮膜12を装着
するに際して、分割された各外周皮膜12を瞬時
に組み立てられ、そのうえ装着作業の手数を大幅
に軽減できる。 In the case of this embodiment, when attaching the outer circumferential coating 12 to the core material 1, each of the divided outer circumferential coatings 12 can be assembled instantly, and moreover, the labor involved in the attachment work can be significantly reduced.
〈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) 芯材は外周皮膜によつてグラウト材から縁切
りされており、芯材は中心の芯線と密着してい
るので芯線を引き抜くことによつて芯材は容易
に周囲の緊張材内から引き抜くことができる。(b) The core material is separated from the grout material by the outer peripheral film, and the core material is in close contact with the central core wire, so by pulling out the core wire, the core material can be easily pulled out from within the surrounding tendon material. be able to.
従つて緊張材内に簡単に中空孔を作ることが
でき、緊張材の撤去を簡単に行うことができ
る。 Therefore, a hollow hole can be easily created in the tendon material, and the tendon material can be easily removed.
(ロ) 芯材の隣接する突起体間に緊張材が配置され
ているので、緊張材とグラウト材の接触面積が
少なくなる。(b) Since the tendons are arranged between adjacent protrusions of the core material, the contact area between the tendons and the grout material is reduced.
その結果、芯材の除去後に、緊張材を引抜く
際、容易に剥離して、簡単に引抜くことができ
る。 As a result, when pulling out the tension material after removing the core material, it can be easily peeled off and pulled out easily.
(ハ) 従来、除去式アンカー工法に使用されるアン
カーは構造が複雑であり、その径や重量が大き
くなる等の欠点があつた。(c) Conventionally, the anchors used in the removable anchor method had a complicated structure, and had drawbacks such as increased diameter and weight.
本発明のアンカーは除去のための構造が極めて
簡単なので扱いに便利である。 The anchor of the present invention has a very simple structure for removal and is therefore convenient to handle.
第1図:本発明の除去式アンカーの説明図、第
2図:芯材の引き抜きの説明図、第3図:アンカ
ー作業時の説明図、第4図:芯材を除去した時の
説明図、第5図:その他の実施例の説明図。
1……芯材、2……緊張材、3……中空孔、A
……アンカー孔。
Figure 1: An explanatory diagram of the removable anchor of the present invention, Figure 2: An explanatory diagram of the core material being pulled out, Figure 3: An explanatory diagram of the anchor work, Figure 4: An explanatory diagram of the core material being removed. , FIG. 5: An explanatory diagram of another embodiment. 1...core material, 2...tension material, 3...hollow hole, A
...anchor hole.
Claims (1)
体を有する芯材と、 該芯材の外周に剥離自在に被覆された外周皮膜
と、 該外周皮膜の外周で、隣接する該突起体間に配
置された緊張材と、 を有することを特徴とする除去式アンカー。[Scope of Claims] 1. A removable anchor comprising: a core wire; a core material covering the core wire and having a plurality of protrusions protruding in the longitudinal direction; and a peripheral film removably covering the outer periphery of the core material; A removable anchor comprising: a tension member disposed between the adjacent protrusions on the outer periphery of the outer peripheral membrane.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP6663585A JPS61229019A (en) | 1985-04-01 | 1985-04-01 | Removal type anchor |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP6663585A JPS61229019A (en) | 1985-04-01 | 1985-04-01 | Removal type anchor |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS61229019A JPS61229019A (en) | 1986-10-13 |
JPH0531608B2 true JPH0531608B2 (en) | 1993-05-13 |
Family
ID=13321548
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP6663585A Granted JPS61229019A (en) | 1985-04-01 | 1985-04-01 | Removal type anchor |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS61229019A (en) |
Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS61257533A (en) * | 1985-01-17 | 1986-11-15 | Nippon Kiso Gijutsu Kk | Temporary burying material for removable anchor |
-
1985
- 1985-04-01 JP JP6663585A patent/JPS61229019A/en active Granted
Patent Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS61257533A (en) * | 1985-01-17 | 1986-11-15 | Nippon Kiso Gijutsu Kk | Temporary burying material for removable anchor |
Also Published As
Publication number | Publication date |
---|---|
JPS61229019A (en) | 1986-10-13 |
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