JP4577893B2 - Ground anchor head structure - Google Patents

Ground anchor head structure Download PDF

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JP4577893B2
JP4577893B2 JP2005146683A JP2005146683A JP4577893B2 JP 4577893 B2 JP4577893 B2 JP 4577893B2 JP 2005146683 A JP2005146683 A JP 2005146683A JP 2005146683 A JP2005146683 A JP 2005146683A JP 4577893 B2 JP4577893 B2 JP 4577893B2
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steel material
tensile steel
annular body
ground anchor
lid
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JP2006322223A (en
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和夫 木内
信博 荒木
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岡部株式会社
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この発明は、斜面や法面の安定に用いられるグランドアンカーに関するものであり、特に地山等の経年変化に応じて再びプレストレスを与えることができる再緊張可能なグランドアンカーの頭部構造に関するものである。   The present invention relates to a ground anchor used to stabilize slopes and slopes, and more particularly to a head structure of a re-tensionable ground anchor that can be prestressed again according to secular changes such as natural ground. It is.

グラウンドアンカーは、PC鋼より線等の引張鋼材にプレストレスを導入して、斜面や法面上に構築するコンクリート構造物を地盤に強く押し当てて固定し、滑り面における滑り抵抗力を増大させ、土圧・地震及び降雨等により発生する滑り力に対し、地山全体の安定を図るものであるが、初期に導入するプレストレスが地山の経年変化等により引張鋼材に弛みが生じて設計荷重を維持できなくなる場合があるため、再緊張可能な頭部構造を有するグランドアンカーが設置されている。   Ground anchor introduces pre-stress to tensile steel materials such as PC steel wire, and presses concrete structure built on slopes and slopes firmly against the ground to increase slip resistance on sliding surfaces. It is intended to stabilize the whole natural ground against the sliding force caused by earth pressure, earthquake, rainfall, etc., but the pre-stress introduced in the initial stage is designed with the slack in the tensile steel due to the secular change of the natural ground. Since the load may not be maintained, a ground anchor having a head structure that can be re-tensioned is installed.

このように再緊張可能な従来のグランドアンカーとしては、例えば以下に示すような頭部構造が知られている。
実公平7−25364公報 特公平4−26645公報 ここで特許文献1に記載されるアンカー頭部構造は、外周に雄ネジを形成すると共にくさび挿入可能なテーパー状の開口部を有するPC鋼材挿通孔を貫通する円盤状の定着体と、この定着体に螺合可能で支圧板に当接するナット体を有し、これらのPC鋼材定着具の外周には防錆のためにオイルキャップを被せて内部にオイルを充満させていた。このグランドアンカーを再緊張する場合には、円盤状の定着体の雄ネジに緊張治具を螺合し、これをジャッキによって引っ張り、その後支圧板から離隔したナット体を下降させて支圧板に再度当接していた。
For example, a head structure as shown below is known as a conventional ground anchor that can be re-tensioned.
Japanese Utility Model Publication 7-25364 Japanese Patent Publication No. 4-26645 An anchor head structure described in Patent Document 1 is a disk-shaped penetrating through a PC steel material insertion hole having a tapered opening in which a male screw is formed on the outer periphery and a wedge can be inserted. It has a fixing body and a nut body that can be screwed to the fixing body and abuts against a pressure plate. The outer periphery of these PC steel fixing members is covered with an oil cap for anticorrosion, and filled with oil. It was. When re-tensioning the ground anchor, screw a tension jig into the male screw of the disk-shaped fixing body, pull it with a jack, and then lower the nut body separated from the bearing plate to bring it back to the bearing plate again. It was in contact.

又、特許文献2には、支圧板であるアンカープレート上に載置するナット体と、これに螺合するアンカーヘッドと、その上面で引張鋼材を固定する圧着グリップとが記載されており、これらの頭部定着部材も内部に防錆油を充填するキャップにより封止されていた。この引張鋼材を再緊張する場合には、キャップを外し、露出したアンカーヘッドのうちナット体の上面より上方に突出した雄ネジに再緊張用ジャッキのラムアタッチメントをネジ接合し、これを引っ張った後、ナット体を廻してアンカープレートに当接させていた。   Patent Document 2 describes a nut body that is placed on an anchor plate that is a bearing plate, an anchor head that is screwed to the nut body, and a crimping grip that fixes a tensile steel material on the upper surface thereof. The head fixing member was also sealed with a cap filled with rust preventive oil. When re-tensioning this tensile steel material, remove the cap, screw the ram attachment of the re-tensioning jack to the male screw that protrudes above the top surface of the nut body, and pull it. The nut body was turned and brought into contact with the anchor plate.

しかし、従来のアンカー頭部構造では、支圧板上に載置するナット体を含めて頭部全体を防錆用キャップで覆う構造としていたため、地山表面に突出する頭部が大きくなると同時に、充填するオイル量が多くなるという問題があった。特にナット体の外形を多角形状とすると、各頂点の外方にキャップ周面が位置することになるため、キャップ外周が過大となる問題が生じていた。   However, in the conventional anchor head structure, since the entire head including the nut body placed on the bearing plate is covered with a rust prevention cap, the head protruding to the natural ground surface becomes large, There was a problem that the amount of oil to be filled increased. In particular, when the outer shape of the nut body is a polygonal shape, the outer peripheral surface of the cap is located outside each apex, which causes a problem that the outer periphery of the cap becomes excessive.

この発明は、かかる点に鑑みてなされたもので、頭部形状が従前のものよりも小さく、充填する防錆油の量も削減可能なグランドアンカーの頭部構造を提供することを目的としている。   This invention is made in view of this point, and it aims at providing the head structure of the ground anchor which can reduce the quantity of the rust preventive oil with which a head shape is smaller than the conventional thing, and is filled. .

前記課題を解決し、かつ目的を達成するために、この発明は、以下のように構成した。   In order to solve the above-described problems and achieve the object, the present invention is configured as follows.

請求項1に記載の発明は、引張鋼材を挿通する支圧板と、前記引張鋼材の頭部側端部を抱持すると共に下端を前記支圧板に当接する定着部材と、少なくとも支圧板外方にある前記引張鋼材を被包して内部に防錆油を充填する蓋体とを備えるグランドアンカーの頭部構造において、
前記定着部材は、
内面に雌ネジを形成する環状体と、
前記引張鋼材を挿通して外面に形成する雄ネジの少なくとも下方部分を前記環状体の雌ネジに螺合する係止体とを備え、
前記蓋体は、
前記係止体の雄ネジ上方部分に螺合し、前記蓋体の先端面を前記環状体の端面に当接することを特徴とするものである。
The invention according to claim 1 is a bearing plate through which a tensile steel material is inserted, a fixing member that holds a head side end of the tensile steel material and a lower end abuts against the bearing plate, and at least outward of the bearing plate. In the head structure of the ground anchor provided with a lid body that encloses the tensile steel material and is filled with antirust oil inside,
The fixing member is
An annular body forming an internal thread on the inner surface;
A locking body for threading at least a lower part of a male screw formed on the outer surface through the tensile steel material and screwed into the female screw of the annular body;
The lid is
The engagement body is screwed into the upper part of the male screw , and the front end surface of the lid body is brought into contact with the end surface of the annular body.

環状体は支圧板上に載置するナット体であって、これに螺合する係止体は、外面に雄ネジを形成するものであれば、内空に引張鋼材を収容する円筒体でもよいし、外面の一部切欠部に引張鋼材を収容したり、あるいは貫通孔に引張鋼材を挿通する棒状体でもよい。又引張鋼材の先端部の固定方式は、くさび方式でもよいし圧着グリップによるものでも、あるいはナットによる固定でもよい。係止体は、環状体螺合部と引張鋼材固定部を別体とするものでもよいし、これらを一体化したものでもよい。   The annular body is a nut body that is placed on the bearing plate, and the engaging body that is screwed to the annular body may be a cylindrical body that accommodates a tensile steel material in the inner space as long as it forms a male screw on the outer surface. Further, it may be a rod-like body that accommodates the tensile steel material in a partially cutout portion of the outer surface or inserts the tensile steel material into the through hole. The tip of the tensile steel material may be fixed by a wedge method, a crimping grip, or a nut. The locking body may be one in which the annular body screwing portion and the tensile steel material fixing portion are separated, or may be an integration of these.

又、係止体は、少なくとも蓋体に螺合する部分として環状体の上面に突出し得る長さが必要であり、再緊張時にはこの雄ネジ部にジャッキをネジ接合する。又、環状体と係止体との螺合長さは、再緊張時に離隔した支圧板に対し環状体を降下させた場合にも相互に十分な噛み合せを保持した状態で当接し得る長さが必要である。   Further, the locking body needs to have a length that can protrude at least as an upper surface of the annular body as a portion to be screwed to the lid body, and a jack is screwed to the male screw portion at the time of re-tensioning. In addition, the screwed length of the annular body and the locking body is such that the ring body can be in contact with each other in a state in which sufficient engagement is maintained even when the annular body is lowered with respect to the supporting plate separated at the time of re-tensioning. is necessary.

請求項2記載のグランドアンカーの頭部構造における環状体は、前記環状体は、前記支圧板との当接面に止水構造を有し、
前記蓋体は、前記環状体との当接面に止水構造を有することを特徴とするものである。
止水構造としては、例えば環状体及び蓋体の夫々下面周方向にOリングを埋設し、これを支圧板又は環状体の上面に接触させてOリングが縮むまで締め付けて止水する。止水構造は、その止水効果が確実に得られるものであればOリング以外の構造でもよい。
Annular body in the head structure of the ground anchor according to claim 2, the annular body has a water stopping structure at the surface in contact with the bearing capacity plate,
The lid is characterized in that it has a water-stop structure at the surface in contact with the annular body.
As the water-stopping structure, for example, an O-ring is embedded in the circumferential direction of the lower surface of each of the annular body and the lid, and this is brought into contact with the upper surface of the bearing plate or the annular body and tightened until the O-ring contracts to stop the water. The water stop structure may be a structure other than the O-ring as long as the water stop effect can be reliably obtained.

前記構成により、この発明は、以下のような効果を有する。   With the above configuration, the present invention has the following effects.

請求項1に記載の発明では、防錆油を充填する蓋体が係止体の雄ネジ上方部分に螺合し蓋体の先端面を環状体の端面に当接する構造であるので、環状体を蓋体内部に閉じ込める必要がなく、環状体の肉厚を大きくしたり、外面形状を多角形状としても、蓋体形状には影響しないので頭部形状を従前のものよりも小さくでき、充填する防錆油の量も削減可能となる。 In the invention of claim 1, since the front end face of the screwed lid lid filling the rust-preventive oil is the male threaded upper portion of the locking body are structures in contact with the end face of the annular body, annular body It is not necessary to confine the inside of the lid body, and even if the wall thickness of the annular body is increased or the outer surface shape is made polygonal, it does not affect the lid shape, so the head shape can be made smaller than the previous one and filled The amount of rust preventive oil can also be reduced.

請求項2記載の発明では、環状体と蓋体の下面に夫々止水構造を設けるので、防錆油を収容する蓋体で頭部全体を封止しなくとも確実な止水効果が得られる。   In the invention according to claim 2, since the water-stopping structure is provided on the lower surface of the annular body and the lid body, a reliable water-stopping effect can be obtained without sealing the entire head with the lid body that contains the antirust oil. .

以下、この発明のグランドアンカーの頭部構造の実施の形態について説明するが、この発明は、この実施の形態に限定されない。また、この発明の実施の形態は、発明の最も好ましい形態を示すものであり、この発明の用語はこれに限定されない。   Hereinafter, although the embodiment of the head structure of the ground anchor of this invention is described, this invention is not limited to this embodiment. The embodiment of the present invention shows the most preferable mode of the present invention, and the terminology of the present invention is not limited to this.

図1はグランドアンカーの頭部構造を示す断面図であり、引張鋼材1は、PC鋼より線で構成され、この線材の頭部側にシース管2を被覆する。この引張鋼材1は、シース管2で被覆された部分が、伸びのあるアンカー自由長部となり、被覆されない先端側が、図示しないグラウト材で固定されるアンカー体部となる。   FIG. 1 is a sectional view showing a head structure of a ground anchor. A tensile steel material 1 is composed of a PC steel wire, and a sheath tube 2 is covered on the head side of the wire material. In this tensile steel material 1, the portion covered with the sheath tube 2 becomes an anchor free long portion with elongation, and the uncovered tip side becomes an anchor body portion fixed with a grout material (not shown).

このグランドアンカーを設置する場合には、先ず斜面や法面となる地盤3にコンクリート構造物、例えば格子状の受圧板4はグラウンドアンカー挿通部4aを除いて構築する。この構造物上に図示しない穿孔機をセットして、受圧板4のグラウンドアンカー挿通部4aに穿孔用ロッドを挿通し、地盤3を所定の深さまで穿孔する。その後グラウト材を注入し、その硬化前に引張鋼材1の先端側を挿入する。   When installing the ground anchor, first, a concrete structure, for example, a lattice-shaped pressure receiving plate 4 is constructed on the ground 3 which becomes a slope or a slope, excluding the ground anchor insertion portion 4a. A drilling machine (not shown) is set on the structure, and a drilling rod is inserted into the ground anchor insertion part 4a of the pressure receiving plate 4 to drill the ground 3 to a predetermined depth. Thereafter, the grout material is injected, and the tip side of the tensile steel material 1 is inserted before the hardening.

グラウト材を養生固化した後にセットされるグランドアンカーの頭部構造は、引張鋼材1を挿通して受圧板4上に載置する支圧板5と、引張鋼材1の頭部側端部を抱持するアンカーヘッド6と、このアンカーヘッド6を支持する再緊張用ワッシャー7と、下端を支圧板5に当接するナット8と、再緊張用ワッシャー7に螺合して、その先端周面をナット8の上面に当接するオイルキャップ9を有する。オイルキャップ9の内部には引張鋼材1の頭部防錆保護のための防錆油10が充填され、キャップ9の先端には六角ボルト9aが螺合する。   The head structure of the ground anchor that is set after the grouting material is hardened and held includes a supporting plate 5 that is inserted through the tensile steel material 1 and placed on the pressure receiving plate 4, and an end portion on the head side of the tensile steel material 1. An anchor head 6 to be engaged, a re-tensioning washer 7 for supporting the anchor head 6, a nut 8 whose lower end is in contact with the support plate 5, and a re-tensioning washer 7 to be screwed together, and the peripheral surface of the tip is a nut 8 The oil cap 9 is in contact with the upper surface of the oil. The oil cap 9 is filled with a rust preventive oil 10 for protecting the head of the tensile steel material 1, and a hexagon bolt 9 a is screwed into the tip of the cap 9.

アンカーヘッド6はテーパー溝を有し、定着くさび6aを用いて引張鋼材1を保持する。なお、アンカーヘッド6は引張鋼材1の種類によってはナットによる固定方式も使用できる。引張鋼材1に支圧板5をセットし、ナット8及び再緊張用ワッシャー7を装着した後、引張鋼材1の頭部より止水管11を挿通し、その内部に止水ゴム12を装填する。   The anchor head 6 has a taper groove, and holds the tensile steel material 1 using a fixing wedge 6a. The anchor head 6 can be fixed by a nut depending on the type of the tensile steel material 1. After the bearing plate 5 is set on the tensile steel material 1 and the nut 8 and the re-tension washer 7 are attached, the water stop tube 11 is inserted from the head of the tensile steel material 1 and the water stop rubber 12 is loaded therein.

止水ゴム12の上方には圧縮シリンダー13を装着し、引張鋼材定着時に圧縮シリンダー13を止水ゴム12側に移動してこれを押圧圧縮し、シース管2より突出する引張鋼材1部分を覆って確実に止水する。   A compression cylinder 13 is mounted above the water-stopping rubber 12, and when the tensile steel material is fixed, the compression cylinder 13 is moved to the water-stopping rubber 12 side and pressed and compressed, covering the portion of the tensile steel material 1 protruding from the sheath tube 2. Make sure to stop the water.

ナット8は内面に雌ネジ8aを形成し、支圧板5との当接面にOリング8bを埋設して止水する。又、ナット8には鍍金等の防錆表面処理を施す。ナット8の周面は多角形あるいは円形でもよい。円形の場合には、回転のために穴を周面に穿設し、そこに工具を係合して回転させる。   The nut 8 has a female screw 8a formed on the inner surface, and an O-ring 8b is embedded in the contact surface with the bearing plate 5 to stop water. The nut 8 is subjected to a rust-proof surface treatment such as plating. The peripheral surface of the nut 8 may be polygonal or circular. In the case of a circular shape, a hole is formed in the peripheral surface for rotation, and a tool is engaged therewith and rotated.

ナット8に螺合する再緊張用ワッシャー7は、外面に雄ネジ7aを形成する。この雄ネジ7aの少なくとも下方部分はナット8に螺合し、これに連続する雄ネジ上方部分にはオイルキャップ9が螺合する。再緊張時にはこの雄ネジ部にジャッキをネジ接合する。再緊張用ワッシャー7には引張鋼材1への止水のための鍔付きの止水管11を固定するための座繰り7bをつけておく。   The re-tensioning washer 7 screwed into the nut 8 forms a male screw 7a on the outer surface. At least the lower part of the male screw 7a is screwed into the nut 8, and the oil cap 9 is screwed into the upper part of the male screw continuous therewith. At the time of re-tensioning, a jack is screwed to the male screw portion. The re-tension washer 7 is provided with a counterbore 7b for fixing a water-stopping pipe 11 with a hook for water-stopping the tensile steel material 1.

オイルキャップ9の先端周面にはOリング9bを埋設し、これをナット8に当接して止水する。六角ボルト9aは、再緊張用ワッシャー8に螺合させる際、これを外して防錆油10を吐出させて充填状況を確認するためのものである。   An O-ring 9b is embedded in the peripheral surface of the tip of the oil cap 9, and this abuts against the nut 8 to stop water. When the hexagon bolt 9a is screwed to the re-tension washer 8, the hexagon bolt 9a is removed, and the rust preventive oil 10 is discharged to check the filling state.

再緊張時は、オイルキャップ9を外し、図示しないジャッキのネジを再緊張用ワッシャー7に螺合して、所定の緊張力まで載荷する。この時、ワッシャー7に連結するナット8が支圧板5から浮上った場合には、所定の緊張力まで載荷した状態でナット8を支圧板5に接触させてOリング8bが縮むまで締め付ける。その後、載荷を解放してジャッキを取り除く。その後、オイルキャップ9に防錆油10を追加しながら当初と同じようにしてワッシャー7に螺合する。
At the time of re-tensioning, the oil cap 9 is removed, and a female screw of a jack (not shown) is screwed into the re-tensioning washer 7 and loaded to a predetermined tension. At this time, when the nut 8 connected to the washer 7 floats up from the pressure plate 5, the nut 8 is brought into contact with the pressure plate 5 while being loaded to a predetermined tension force and tightened until the O-ring 8 b is contracted. Then release the load and remove the jack. Thereafter, the rust preventive oil 10 is added to the oil cap 9 and screwed into the washer 7 in the same manner as the beginning.

このようにナット8は、オイルキッャプ9の内部に閉じ込める必要はないので、オイルキャップ9の内容量を小さくできる。又再緊張用ワッシャー7にオイルキャップ9を嵌め合わせるだけで、グランドアンカー頭部の止水が十分となる。   Thus, since the nut 8 does not need to be confined in the oil cap 9, the internal capacity of the oil cap 9 can be reduced. Further, just by fitting the oil cap 9 to the re-tension washer 7, the water stop of the ground anchor head is sufficient.

グランドアンカーの頭部構造を示す断面図である。It is sectional drawing which shows the head structure of a ground anchor.

符号の説明Explanation of symbols

1 引張鋼材
4 受圧板
5 支圧板
6 アンカーヘッド
7 再緊張用ワッシャー
8 ナット
9 オイルキャップ
10 防錆油
DESCRIPTION OF SYMBOLS 1 Tensile steel material 4 Pressure receiving plate 5 Supporting plate 6 Anchor head 7 Re-tension washer 8 Nut 9 Oil cap 10 Antirust oil

Claims (2)

引張鋼材を挿通する支圧板と、前記引張鋼材の頭部側端部を抱持すると共に下端を前記支圧板に当接する定着部材と、少なくとも支圧板外方にある前記引張鋼材を被包して内部に防錆油を充填する蓋体とを備えるグランドアンカーの頭部構造において、
前記定着部材は、
内面に雌ネジを形成する環状体と、
前記引張鋼材を挿通して外面に形成する雄ネジの少なくとも下方部分を前記環状体の雌ネジに螺合する係止体とを備え、
前記蓋体は、
前記係止体の雄ネジ上方部分に螺合し、前記蓋体の先端面を前記環状体の端面に当接することを特徴とするグランドアンカーの頭部構造。
A bearing plate for inserting the tensile steel material; a fixing member for holding the head side end of the tensile steel material and abutting the lower end against the bearing plate; and at least enclosing the tensile steel material outside the bearing plate. In the head structure of the ground anchor provided with a lid body filled with rust preventive oil inside,
The fixing member is
An annular body forming an internal thread on the inner surface;
A locking body for threading at least a lower part of a male screw formed on the outer surface through the tensile steel material and screwed into the female screw of the annular body;
The lid is
Head structure of the ground anchor, characterized in that screwed to the male threaded upper portion of the locking member abuts against the front end surface of the lid to the end face of the annular body.
前記環状体は、前記支圧板との当接面に止水構造を有し、
前記蓋体は、前記環状体との当接面に止水構造を有することを特徴とする請求項1記載のグランドアンカーの頭部構造。
It said annular body has a water stopping structure at the surface in contact with the bearing capacity plate,
The lid has a head structure of the ground anchor according to claim 1, wherein a water stopping structure at the surface in contact with the annular body.
JP2005146683A 2005-05-19 2005-05-19 Ground anchor head structure Expired - Fee Related JP4577893B2 (en)

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE202008001248U1 (en) * 2008-01-28 2008-03-27 Dywidag-Systems International Gmbh Earth anchor or rock anchor with an anchor draw link made of one or more individual elements with corrosion-protected anchor head formation
JP7385220B2 (en) * 2021-01-29 2023-11-22 ブイ・エス・エル・ジャパン株式会社 Ground anchor anchor using double nut

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS62117940A (en) * 1985-11-14 1987-05-29 大成建設株式会社 Apparatus for fixing pc cable
JPH0718789A (en) * 1993-06-30 1995-01-20 Kurosawa Kensetsu Kk Anchorage structure of head of earth anchor
JPH0885946A (en) * 1994-09-16 1996-04-02 Sumitomo Electric Ind Ltd Spacer for tensioning material, and permanent anchor and its manufacture
JPH0931978A (en) * 1995-07-19 1997-02-04 Masayoshi Yoshikawa Anchor bolt device for fixing retaining wall
JPH09184135A (en) * 1995-12-28 1997-07-15 Tokai Rubber Ind Ltd Anchor structure and cut-off material used therefor
JPH11350477A (en) * 1999-06-01 1999-12-21 Kurosawa Construction Co Ltd Ground surface side fixing device for ground anchor

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS62117940A (en) * 1985-11-14 1987-05-29 大成建設株式会社 Apparatus for fixing pc cable
JPH0718789A (en) * 1993-06-30 1995-01-20 Kurosawa Kensetsu Kk Anchorage structure of head of earth anchor
JPH0885946A (en) * 1994-09-16 1996-04-02 Sumitomo Electric Ind Ltd Spacer for tensioning material, and permanent anchor and its manufacture
JPH0931978A (en) * 1995-07-19 1997-02-04 Masayoshi Yoshikawa Anchor bolt device for fixing retaining wall
JPH09184135A (en) * 1995-12-28 1997-07-15 Tokai Rubber Ind Ltd Anchor structure and cut-off material used therefor
JPH11350477A (en) * 1999-06-01 1999-12-21 Kurosawa Construction Co Ltd Ground surface side fixing device for ground anchor

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