JP2000144729A - Anchor anchorage-body structure, into which prestress is introduced - Google Patents

Anchor anchorage-body structure, into which prestress is introduced

Info

Publication number
JP2000144729A
JP2000144729A JP10334987A JP33498798A JP2000144729A JP 2000144729 A JP2000144729 A JP 2000144729A JP 10334987 A JP10334987 A JP 10334987A JP 33498798 A JP33498798 A JP 33498798A JP 2000144729 A JP2000144729 A JP 2000144729A
Authority
JP
Japan
Prior art keywords
anchorage
small
anchor
bodies
force
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
JP10334987A
Other languages
Japanese (ja)
Inventor
Toshinori Kuramoto
敏則 倉元
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to JP10334987A priority Critical patent/JP2000144729A/en
Publication of JP2000144729A publication Critical patent/JP2000144729A/en
Pending legal-status Critical Current

Links

Landscapes

  • Piles And Underground Anchors (AREA)

Abstract

PROBLEM TO BE SOLVED: To hold stable anchorage force for a prolonged term by tying a several number of small anchorage bodies by introducing each prestress by a series of drag wires and using the anchorage bodies as one anchor anchorage body. SOLUTION: A several number of small anchorage bodies 1-3 are tied by introducing prestress by one or a series of drag wires 4 respectively, and the small anchorage bodies are employed as one anchor anchorage body. Consequently, a several number of the tied small anchorage bodies 1-3 have axial force respectively, each small anchorage body 1-3 is released from anchorage materials 6, 7 by applying previously added emergency force by anchor works, and axial force is transmitted successively to the small anchorage bodies 1-3 before one anchorage body respectively. Accordingly, skin direction is dispersed to each small anchorage body 103, anchor structure resulting in a natural anchorage ground is formed, and stable anchorage force can be held for a prolonged term.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術的分野】本発明は、アンカー工事に
おいて、アンカー定着体にプレストレスを導入してお
き、その後にアンカー定着部のグラウト注入及び緊張作
業を行うことで、アンカー定着体にかかる周面摩擦力の
分散を可能にしたものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an anchor work, in which a prestress is introduced into an anchor fixing body, and then grouting and tensioning work of the anchor fixing section are carried out, so that the circumference of the anchor fixing body is improved. This enables dispersion of surface frictional force.

【0002】[0002]

【従来の技術】従来、アンカー工事において、アンカー
に緊張力を加えた場合、アンカー定着体の一部に周面摩
擦力が集中するため、定着した地盤が徐々に崩壊してア
ンカー力が低減する等、長期的なアンカー力に対する信
頼性に問題があった。この周面摩擦力集中の原因は、定
着体は周囲のグラウトや定着地盤に付着力や摩擦力によ
って拘束されているが、完全剛体ではないため、引張線
の連結している局部的な箇所だけが弾性変形して荷重を
受け持ち、それ以外の箇所には軸力が伝達されないこと
による。
2. Description of the Related Art Conventionally, when tension is applied to an anchor during anchor work, peripheral frictional force concentrates on a part of the anchor fixing body, so that the fixed ground gradually collapses and the anchoring force is reduced. There was a problem with the reliability of long-term anchor force. The cause of this peripheral frictional force concentration is that the fixing body is constrained by the surrounding grout and fixing ground by adhesive force and frictional force, but since it is not a completely rigid body, it is only at the local part where the tension line is connected. Is elastically deformed and bears the load, and the axial force is not transmitted to other parts.

【0003】また近年、数個のアンカー定着体を長さの
異なる引張り線で各々緊張し、摩擦力を分散する型式の
ものが開発されているが、それぞれの定着体につながる
一対の引張線を、全体にかかる力のバランスを計算しな
がら緊張していく必要があり、緊張力の管理と緊張作業
の手間が煩雑であった。さらに、引張線が定着体の周囲
に配置されるため、設置できる定着体に限界があるう
え、ひとつの定着体に荷重が集中した場合には引張線が
破断する危険性もある。
In recent years, a type in which several anchor fixing members are tensioned with tension lines having different lengths to disperse a frictional force has been developed. Therefore, it is necessary to calculate the balance of the forces applied as a whole and to be nervous, and the management of the nervous force and the labor of the nervous work are complicated. Further, since the tension line is arranged around the fixing member, there is a limit to the fixing member that can be installed, and there is a risk that the tension line may be broken when a load is concentrated on one fixing member.

【0004】[0004]

【発明が解決しようとする課題】本発明は、アンカー定
着体にかかる周面摩擦力の分散数や分散荷重を自由にか
つ容易に設定できるようにすることで、作業の軽減と、
定着地盤に無理のない摩擦力で確実に力を伝達し、長期
的に安定した力を保持できるアンカーの提供を目的とす
る。
The object of the present invention is to reduce the work by making it possible to freely and easily set the dispersion number and the dispersion load of the peripheral frictional force applied to the anchor fixing member.
An object of the present invention is to provide an anchor capable of reliably transmitting a force to a fixed ground with a reasonable frictional force and maintaining a stable force for a long time.

【0005】[0005]

【課題を解決するための手段】本発明は上記目的を達す
るため、数個のアンカー定着体を、一本または一連の引
張線で各々プレストレスを導入して繋ぎ、これを一個の
定着体として使用することを特徴とする。
According to the present invention, in order to achieve the above-mentioned object, several anchor fixing members are connected by introducing a prestress with one or a series of tension lines, and these are fixed as one fixing member. It is characterized by being used.

【0006】本発明の定着体は、繋がれた数個の定着体
がプレストレスを導入しているためそれぞれ軸力を有し
ているが、事前に加えた以上の緊張力をアンカー作業で
加えることで、個々の定着体が定着材から解放され、そ
れぞれ一つ手前の定着体に順次軸力が伝えられていく。
このことにより周面摩擦力が個々の定着体に分散し、定
着地盤に無理のないアンカー構造とすることができる。
In the fixing body of the present invention, since several connected fixing bodies introduce a prestress, each of them has an axial force. However, a tension greater than that applied in advance is applied by an anchoring operation. As a result, the individual fixing members are released from the fixing material, and the axial force is sequentially transmitted to the immediately preceding fixing member.
As a result, the peripheral frictional force is dispersed in the individual fixing members, and the anchoring structure can be easily formed on the fixing ground.

【0007】[0007]

【発明の実施の形態】図1は、発明したアンカー定着体
構造の概念断面図で、定着体3連の場合の例を示す。
1、2、3は定着体(以後、小定着体と表現する)であ
る。4は小定着体にプレストレスを導入するとともに、
アンカー緊張力を加える引張線で、1本ものとするか連
結したものとするかは限定しない。5は引張線4を引き
留める連結材、6及び7はそれぞれ小定着体1及び小定
着体2にプレストレスを導入するために、引張線4の緊
張力を保持するための定着材である。いずれも、材質や
大きさ、長さ、個々の詳細構造、相互の部材比率等は限
定しない。
FIG. 1 is a conceptual cross-sectional view of an invented anchor fixing body structure, showing an example in which three fixing bodies are provided.
Reference numerals 1, 2, and 3 denote fixing bodies (hereinafter, referred to as small fixing bodies). No. 4 introduces pre-stress to the small fixing body,
It is not limited whether the number of the tension lines to which the anchor tension is applied is one or connected. Reference numeral 5 denotes a connecting member for retaining the tension line 4, and reference numerals 6 and 7 denote fixing members for maintaining the tension of the tension line 4 to introduce prestress into the small fixing members 1 and 2, respectively. In any case, the material, size, length, individual detailed structure, mutual member ratio, and the like are not limited.

【0008】図2は、3連の小定着体にプレストレスを
導入した時の応力状態を示す断面図である。それぞれの
小定着体にかかる応力は図面上、上下対称であるが、上
方にまとめて記す。先ず小定着体1に対して、引張線4
に緊張力P1を加えて定着材7で定着し、P1のプレス
トレスを導入する。次に、小定着体2を小定着体1に連
結し、同様にして小定着体2にP2のプレストレスを導
入する。さらに小定着体3を小定着体2に連結する。こ
れらの小定着体1、2、3を連結した定着体をアンカー
孔に挿入し、グラウト後、アンカー緊張力Pを加える。
FIG. 2 is a cross-sectional view showing a stress state when a prestress is applied to three small fixing bodies. Although the stress applied to each of the small fixing members is vertically symmetric in the drawing, they are collectively described above. First, a tension line 4
Is fixed by the fixing material 7 by applying a tension P1, and a prestress of P1 is introduced. Next, the small fixing body 2 is connected to the small fixing body 1, and a P2 prestress is introduced into the small fixing body 2 in the same manner. Further, the small fixing member 3 is connected to the small fixing member 2. A fixing body in which these small fixing bodies 1, 2, and 3 are connected is inserted into an anchor hole, and after grouting, an anchor tension P is applied.

【0009】図3は、図2の定着体にアンカー緊張力P
を加えた時の応力状態を示す断面図である。上方の縦ハ
ッチは、定着体が周辺定着部から受ける周面摩擦力の概
略の分布状態を示す。緊張力をP≧P1≧P2となるよ
うにすれば、定着材6、7はそれぞれ小定着体1、2に
かかった応力を解放し、小定着体1は小定着体2へP1
を、小定着体2は小定着体3へP2を軸力として伝える
こととなる。この時、小定着体1、2、3にかかる周面
摩擦力をそれぞれS1、S2、S3とすれば、力のつり
合いから、 S1=PーP1 S2=P1ーP2 S3=P2 S1
+S2+S3=P となり、アンカー力に抵抗する周面摩擦力の分散を、導
入するプレストレス力で自由に設定できる。同様にし
て、多連の場合も、小定着体に導入するプレストレス力
を変えることで、摩擦力の分散を自由に設定できる。
FIG. 3 shows an anchor tension P applied to the fixing body of FIG.
FIG. 4 is a cross-sectional view showing a stress state when a stress is applied. The upper vertical hatch shows a rough distribution of the peripheral frictional force that the fixing body receives from the peripheral fixing portion. If the tension is set so as to satisfy P ≧ P1 ≧ P2, the fixing members 6 and 7 release the stress applied to the small fixing members 1 and 2 respectively, and the small fixing member 1 transfers P1 to the small fixing member 2.
The small fixing body 2 transmits P2 to the small fixing body 3 as an axial force. At this time, assuming that peripheral frictional forces applied to the small fixing members 1, 2, and 3 are S1, S2, and S3, respectively, S1 = P-P1 S2 = P1-P2 S3 = P2 S1
+ S2 + S3 = P, and the dispersion of the peripheral frictional force that resists the anchoring force can be freely set by the introduced prestressing force. Similarly, in the case of multiple units, the dispersion of the frictional force can be freely set by changing the prestress force introduced into the small fixing member.

【0010】[0010]

【発明の効果】アンカー定着体にかかる周面摩擦力の分
散数や分散応力を、自由に設定できることで、最大摩擦
力を大幅に低減でき、長期的に安定したアンカー力を保
持できる外、比較的弱い地盤に対してのアンカーにも対
応できる。また、一本の引張線でアンカー作業を行うた
め、緊張管理が簡単で作業も容易である。
According to the present invention, since the number of dispersion and dispersion stress of the peripheral frictional force applied to the anchor fixing member can be freely set, the maximum frictional force can be greatly reduced, and a stable anchoring force can be maintained for a long time. It can also handle anchors on weak ground. In addition, since the anchor work is performed with one pulling line, the tension management is simple and the work is easy.

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

【図1】アンカー定着体構造の概念断面図である。FIG. 1 is a conceptual sectional view of an anchor fixing body structure.

【図2】プレストレスを導入した後のアンカー定着体の
応力状態を示した図である。
FIG. 2 is a diagram showing a stress state of an anchor fixing body after introducing a prestress.

【図3】アンカー定着体をアンカー孔に挿入し、グラウ
ト後、引張線にアンカー力を加えたときの定着体と周面
摩擦力の応力状態を示した図である。
FIG. 3 is a diagram showing a stress state of a fixing body and a peripheral surface frictional force when an anchor fixing body is inserted into an anchor hole, grouted, and an anchoring force is applied to a tension line.

【符号の説明】[Explanation of symbols]

1 小定着体 2 小定着体 3 小定着体 4 引張線 5 連結材 6 定着材 7 定着材 DESCRIPTION OF SYMBOLS 1 Small fixing body 2 Small fixing body 3 Small fixing body 4 Tension line 5 Connecting material 6 Fixing material 7 Fixing material

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 プレストレスを導入しておくことで、周
面摩擦力の分散を可能にしたアンカー定着体構造。
1. An anchor fixing body structure capable of dispersing a frictional force on a peripheral surface by introducing a pre-stress.
JP10334987A 1998-11-09 1998-11-09 Anchor anchorage-body structure, into which prestress is introduced Pending JP2000144729A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP10334987A JP2000144729A (en) 1998-11-09 1998-11-09 Anchor anchorage-body structure, into which prestress is introduced

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP10334987A JP2000144729A (en) 1998-11-09 1998-11-09 Anchor anchorage-body structure, into which prestress is introduced

Publications (1)

Publication Number Publication Date
JP2000144729A true JP2000144729A (en) 2000-05-26

Family

ID=18283467

Family Applications (1)

Application Number Title Priority Date Filing Date
JP10334987A Pending JP2000144729A (en) 1998-11-09 1998-11-09 Anchor anchorage-body structure, into which prestress is introduced

Country Status (1)

Country Link
JP (1) JP2000144729A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2018145602A (en) * 2017-03-01 2018-09-20 一般財団法人ダム技術センター Soil reinforcing method

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2018145602A (en) * 2017-03-01 2018-09-20 一般財団法人ダム技術センター Soil reinforcing method

Similar Documents

Publication Publication Date Title
US6560939B2 (en) Intermediate anchor and intermediate anchorage system for a post-tension system
US4023242A (en) Connector for concrete-reinforcing tendons
JP2000144729A (en) Anchor anchorage-body structure, into which prestress is introduced
US2965356A (en) Cable pulling and anchoring means
CN112392041A (en) Tensioning device for insufficient reserved length of steel strand and application method thereof
JP2527359B2 (en) Edge fixing device for PC steel in PC structure
JP2000282474A (en) Slope stabilizing device
JPS63197736A (en) Pin connection method of pc beam
JP2001049673A (en) Stabilizing method for natural slant face and bearing plate
JP2955535B2 (en) Compression anchor
JPH11193632A (en) Fixing method of tension member and fixing device thereof
JP2655820B2 (en) Earth anchor method
JP2894223B2 (en) Adhesion transfer method ground anchor
JP2808712B2 (en) Male cone for tensioner anchor
KR101158417B1 (en) A compressed and dispersed composite anchor removable the tension member and constructing method the same
JPH01312164A (en) Retension and anchoring method of tensile material
JPH05305900A (en) Ground anchorage
JP2003268922A (en) Anchorage body of pc steel member
JPH03125715A (en) Tensile and anchoring method for anchor
JPS6347854B2 (en)
KR20050000027A (en) an anchoring apparatus for ground anchor
JPH0137533B2 (en)
JPH03140567A (en) Arranging method for pc steel member for cylindrical structure
KR200329145Y1 (en) an anchoring apparatus for ground anchor
JPS6397718A (en) Grip-type fixing structure for head of permanent ground anchor