JPH0733662B2 - anchor - Google Patents

anchor

Info

Publication number
JPH0733662B2
JPH0733662B2 JP3044426A JP4442691A JPH0733662B2 JP H0733662 B2 JPH0733662 B2 JP H0733662B2 JP 3044426 A JP3044426 A JP 3044426A JP 4442691 A JP4442691 A JP 4442691A JP H0733662 B2 JPH0733662 B2 JP H0733662B2
Authority
JP
Japan
Prior art keywords
sheath
deformed
anchor
synthetic resin
stainless steel
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
Application number
JP3044426A
Other languages
Japanese (ja)
Other versions
JPH04261912A (en
Inventor
晃代 山田
邦光 山田
Original Assignee
建設基礎エンジニアリング株式会社
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 建設基礎エンジニアリング株式会社 filed Critical 建設基礎エンジニアリング株式会社
Priority to JP3044426A priority Critical patent/JPH0733662B2/en
Publication of JPH04261912A publication Critical patent/JPH04261912A/en
Publication of JPH0733662B2 publication Critical patent/JPH0733662B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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  • Piles And Underground Anchors (AREA)

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】この発明はアンカーに関するもの
であり、特に耐腐蝕性が高く、酸性土壌での施工におい
ても信頼性が高い、高性能のアンカーに関するものであ
る。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an anchor, and more particularly to an anchor having a high corrosion resistance and a high reliability even when applied to acidic soil.

【0002】[0002]

【従来の技術】PCストランド等のアンカーの引張材を
保護し、定着力を得るために、引張材の定着部の外周を
鋼製の定着シースによって覆い、削孔の中の定着シース
の内外にはセメント系硬化材を充填していた。酸性土壌
から出た水が引張材に達するのを異形定着シースによっ
て防ぎ、更に内部のセメント系硬化材によって引張材を
保護するものである。
2. Description of the Related Art In order to protect the tension material of anchors such as PC strands and to obtain a fixing force, the outer periphery of the fixing portion of the tension material is covered with a steel fixing sheath, and the inside and outside of the fixing sheath inside the drilling hole Was filled with a cement hardener. The deformed fixing sheath prevents water that has come out of the acidic soil from reaching the tension material, and the cement-based hardening material inside protects the tension material.

【0003】[0003]

【発明が解決しようとする課題】しかし実際は、鋼製の
定着シースが施工時に破損して水が内側に通り抜けるこ
とができるような穴が生じてしまうことがあった。また
引張材に引っ張り力を与えると定着シース内の硬化材に
クラックが生じて、この穴を通り抜けた水がクラックを
辿って引張材に達することがあった。この水は引張材の
腐蝕を招き、引張材の破断を生じさせることがあった。
このような削孔内での破損のように、最早確認すること
が不可能な定着シースの破損によって、引張材の破断と
いう事態が引き起こされる可能性があり、例え何等かの
事情によって定着シースに破損が生じても、シースの内
側に水を侵入させないアンカーの開発が望まれていた。
However, in reality, the fixing sheath made of steel may be damaged during construction, resulting in a hole through which water can pass through. Further, when a tensile force is applied to the tensile material, a crack occurs in the hardened material in the fixing sheath, and water passing through this hole sometimes traces the crack and reaches the tensile material. This water may cause corrosion of the tensile material and cause the tensile material to break.
Damage to the fixing sheath that is no longer identifiable, such as damage within the drilled hole, can cause tension material to break. It has been desired to develop an anchor that prevents water from entering the inside of the sheath even if it breaks.

【0004】破損を防止するためには、定着シースの厚
さを厚くして強靱なものにすることも考えられるが、余
り厚くすると重量が重くなり、運搬・施工作業に大きな
労力を必要とする。また定着シースの厚さが厚くなると
いうことは、それだけアンカー全体の径が大きくなるこ
とを意味するもので、径が大きくなれば、アンカーを挿
入する削孔の径も大きくしなければならない。ところ
が、削孔の径を5mm大きくするだけでも、施工機械を
大がかりなものにしたり、施工時間が長くなるため、施
工費用は著しく高いものとなってしまう。
In order to prevent damage, it is possible to increase the thickness of the fixing sheath to make it stronger, but if it is made too thick, the weight becomes heavy and a great deal of labor is required for transportation and construction work. . Further, the fact that the thickness of the fixing sheath becomes thicker means that the diameter of the entire anchor becomes larger, and the larger the diameter, the larger the diameter of the drilled hole into which the anchor is inserted. However, even if the diameter of the drilled hole is increased by 5 mm, the construction machine becomes large-scaled and the construction time becomes long, so that the construction cost becomes significantly high.

【0005】この発明は以上のような課題を解決するた
めになされたもので、耐腐蝕性が高く、施工費用も安価
なアンカーを提供することを目的とする。
The present invention has been made to solve the above problems, and an object thereof is to provide an anchor having a high corrosion resistance and a low construction cost.

【0006】[0006]

【課題を解決するための手段】この発明にかかるアンカ
ーは、引張材の定着長部を覆う異形シースを二重にする
ものである。異形シースはステンレス鋼製のシースを使
用するもので、全長に連続するネジ山状の凸部が形成さ
れている。一方の異形シースを外側にして、これよりも
若干径の小さな異形シースを、凸部同士を合わせて、内
側にネジ込んで二重にするものである。この二重となっ
た異形シースの間の間隙に、合成樹脂を充填するもので
ある。合成樹脂としてはエポキシ樹脂などの粘性の高い
ものを使用する。
In the anchor according to the present invention, the deformed sheath that covers the fixed length portion of the tension member is doubled. The deformed sheath uses a stainless steel sheath, and has a thread-shaped convex portion that is continuous over the entire length. One of the deformed sheaths is on the outer side, and the deformed sheath having a diameter slightly smaller than that of the deformed sheath is made into a double layer by screwing the deformed sheaths inward with the convex portions aligned with each other. A synthetic resin is filled in the gap between the double-shaped modified sheaths. As the synthetic resin, one having high viscosity such as epoxy resin is used.

【0007】[0007]

【作用】多重にしたシースが破損しても、中に充填した
合成樹脂は伸長が大きく、シースの伸びに追随して伸び
るため、シースに生じた穴を合成樹脂が塞ぎ、水が内側
に至るのを防ぐ。
[Effect] Even if the multiple sheaths are broken, the synthetic resin filled therein expands greatly and follows the expansion of the sheath, so that the holes formed in the sheath are blocked by the synthetic resin and the water reaches inside. Prevent.

【0008】ステンレス鋼製の異形シースの内側に、更
にステンレス鋼製の異形シースを凸部をネジ込むように
して二重とし、その間隙に合成樹脂を充填するため、多
重であってもシースの厚さは薄いものであり、アンカー
全体の径も大きくならない。従ってこれを挿入する削孔
の径も大きくする必要がなく、施工費を安く押さえるこ
とができる。
Inside the stainless steel deformed sheath, a stainless steel deformed sheath is further doubled by screwing the convex portion, and the gap is filled with synthetic resin. Is thin, and the diameter of the entire anchor does not increase. Therefore, it is not necessary to increase the diameter of the hole to be inserted, and the construction cost can be kept low.

【0009】[0009]

【実施例】以下、図に示す一実施例に基づきこの発明を
詳細に説明する。図において1は引張材であって、実施
例ではPCストランドが使用されている。この引張材1
の自由長部Aはアンボンドタイプとなっており、ポリエ
チレンシース2の中に通してある。この複数本の引張材
1の自由長部は合成樹脂製のストレートシース3に通し
てある。
DESCRIPTION OF THE PREFERRED EMBODIMENTS The present invention will be described in detail below based on an embodiment shown in the drawings. In the figure, 1 is a tensile material, and PC strands are used in the embodiment. This tensile material 1
The free length portion A is of the unbonded type and is passed through the polyethylene sheath 2. The free length portion of the plurality of tension members 1 is passed through a straight sheath 3 made of synthetic resin.

【0011】引張材1の定着長部は剥きだしのまま、二
重にした異形シース4・5の中に通してある。異形と
は、シースの外形を波型に屈曲形成した意であり、凸部
が全長に連続するネジ山状に形成されている。したがっ
てこの凸部同士を合わせて、径の小さなシースを外側の
シースの内側にネジ込むようにして、容易に多重化でき
る。異形シース4・5の材質は双方ともステンレス鋼製
であり、一方の異形シース5の内側に、これより若干径
の小さな異形シース4をネジ込むようにして二重にして
あるが、ステンレス鋼は強度が大きく、シースとして
0.5mm以下の厚さでも充分であり、これを二重にし
て二重シースとしてもに極めて薄いものである。特に凸
部を合わせて、一方のシース4を他方のシース5の内側
にネジ込むため、二枚のシースの厚みは一枚とほぼ変わ
らない。
The fixed length portion of the tension member 1 is passed through the double-shaped modified sheaths 4 and 5 while being left bare. The irregular shape means that the outer shape of the sheath is bent and formed in a corrugated shape, and the convex portion is formed in a thread shape continuous over the entire length. Therefore, by combining the convex portions with each other, the sheath having a small diameter can be screwed into the inside of the outer sheath, so that the sheath can be easily multiplexed. Both of the deformed sheaths 4 and 5 are made of stainless steel, and the deformed sheath 4 having a slightly smaller diameter is screwed into the inside of one deformed sheath 5 so that the stainless steel has a high strength. It is large and a thickness of 0.5 mm or less is sufficient for the sheath, and it is extremely thin as a double sheath by making it double. In particular, since the one sheath 4 is screwed into the inside of the other sheath 5 by aligning the convex portions, the thickness of the two sheaths is almost the same as that of the single sheath.

【0012】二重にした異形シース間の間隙に合成樹脂
6を充填する。実施例では合成樹脂としてエポキシ樹脂
が使用されている。エポキシ樹脂は粘性が高く、シース
の伸びや曲げに容易に追随する。
A synthetic resin 6 is filled in the space between the double-shaped modified sheaths. In the examples, an epoxy resin is used as the synthetic resin. Epoxy resin has a high viscosity and easily follows elongation and bending of the sheath.

【0013】ストレートシース3と異形シース4・5の
間をブローンアスファルト等の止水材7によって仕切
り、削孔8内に挿入する。シース3・4の内側と削孔8
との間隙に、セメントぺースト等の硬化材9を充填して
アンカーを定着する。
The space between the straight sheath 3 and the deformed sheaths 4 and 5 is partitioned by a water blocking material 7 such as blown asphalt and inserted into the drilled hole 8. Inside the sheaths 3 and 4 and drilling holes 8
The anchor is fixed by filling the gap between the and with a hardening material 9 such as cement paste.

【0014】定着部の異形シース5が施工中不測事態に
より、または引っ張り荷重などにより破損しても、図2
のように内側の合成樹脂6は伸長力が大きく、伸びに追
随して伸びるため、外側の異形シース5にできた穴を塞
ぎ、水が内側に浸入するのを防ぐ。またシース4・5が
二重となっているので、内側シース4内に注入されたセ
メントペーストグラウトとアンカー引張材1の拘束効果
が著しく向上して、付着強度も著しく向上した試験結果
が得られており、その結果はいずれも2倍以上の拘束効
果、即、付着効果の増強が見られた。
Even if the deformed sheath 5 of the fixing portion is damaged due to an unforeseen situation during construction or due to a tensile load or the like, FIG.
As described above, since the synthetic resin 6 on the inner side has a large stretching force and stretches in accordance with the stretching, the hole formed on the outer deformed sheath 5 is closed and water is prevented from entering the inner side. Further, since the sheaths 4 and 5 are doubled, the restraining effect of the cement paste grout injected into the inner sheath 4 and the anchor tension member 1 is remarkably improved, and the test result is also obtained in which the adhesive strength is remarkably improved. As a result, the binding effect was more than doubled and the adhesion effect was immediately enhanced.

【0015】[0015]

【発明の効果】この発明は以上のような構成を有し、以
下のような効果を得ることができる。 引張材の定着部を覆うシースを二重とし、シース間の
間隙に合成樹脂を充填したため、シースが破損しても合
成樹脂が伸びに追随して破損した箇所を塞ぎ、水が内側
に浸入するのを防止する。 ステンレス鋼製の異形シースを、一方を他方の内側に
ネジ込むようにして二重にするため、厚さが厚くならず
アンカーの径も大きくならない。従って削孔の径を大き
くすることもなく、安価な施工が可能である。 ステンレス鋼製の二重シースの使用により、シースの
内側の硬化材の拘束効果が高くなり、引張材の定着部と
硬化材との付着力が高まる。
The present invention has the above-mentioned structure and can obtain the following effects. Since the sheath that covers the fixing part of the tension material is doubled and the gap between the sheaths is filled with synthetic resin, even if the sheath breaks, the synthetic resin follows the expansion and closes the damaged part, and water invades inside. Prevent. Since the stainless steel deformed sheath is doubled by screwing one side into the other, the thickness does not become thick and the anchor diameter does not increase. Therefore, inexpensive construction is possible without increasing the diameter of the drilled hole. By using the double sheath made of stainless steel, the effect of restraining the hardened material inside the sheath is enhanced, and the adhesive force between the fixing portion of the tensile material and the hardened material is enhanced.

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

【図1】この発明にかかるアンカーの一部断面図であ
る。
FIG. 1 is a partial cross-sectional view of an anchor according to the present invention.

【図2】その一部拡大図である。FIG. 2 is a partially enlarged view thereof.

【図3】アンカーの全体図であるFIG. 3 is an overall view of an anchor.

【符号の説明】[Explanation of symbols]

1 引張材 2 アンボンドシース 3 ストレートシース 4・5 異形シース 6 合成樹脂 7 止水材 8 削孔 9 硬化材 1 Tensile material 2 Unbonded sheath 3 Straight sheath 4/5 Deformed sheath 6 Synthetic resin 7 Water blocking material 8 Drilling hole 9 Hardening material

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 引張材の定着長部の周囲に、全長に連続
するネジ山状に凸部が形成された一方のステンレス鋼製
の異形シースの中に、他方の同じく全長に連続するネジ
山状の凸部が形成されているとともに、外側となる異形
シースよりも若干径の小さなステンレス鋼製の異形シー
スをネジ込んで二重にした異形シースを配し、この二重
にした異形シース間の間隙に合成樹脂を充填してなるア
ンカー。
1. A stainless steel deformable sheath in which a convex portion is formed around the fixed length portion of the tension member in the shape of a screw thread that is continuous over the entire length, and the other thread thread that is also continuous over the entire length is formed. -Shaped convex portion is formed, and a deformed sheath made of stainless steel with a diameter slightly smaller than that of the deformed sheath on the outside is screwed in to form a deformed sheath that is doubled. An anchor made by filling synthetic resin in the gap.
JP3044426A 1991-02-16 1991-02-16 anchor Expired - Lifetime JPH0733662B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP3044426A JPH0733662B2 (en) 1991-02-16 1991-02-16 anchor

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP3044426A JPH0733662B2 (en) 1991-02-16 1991-02-16 anchor

Publications (2)

Publication Number Publication Date
JPH04261912A JPH04261912A (en) 1992-09-17
JPH0733662B2 true JPH0733662B2 (en) 1995-04-12

Family

ID=12691167

Family Applications (1)

Application Number Title Priority Date Filing Date
JP3044426A Expired - Lifetime JPH0733662B2 (en) 1991-02-16 1991-02-16 anchor

Country Status (1)

Country Link
JP (1) JPH0733662B2 (en)

Family Cites Families (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5845742U (en) * 1981-09-25 1983-03-28 新構造技術株式会社 removal anchor
JPS58119206U (en) * 1982-02-03 1983-08-13 デイエツクスアンテナ株式会社 Snow accretion prevention device for parabolic antenna
JPS63130821A (en) * 1986-11-20 1988-06-03 Taisei Corp Anchor cable structure
JP2649079B2 (en) * 1989-01-24 1997-09-03 大成建設株式会社 Slope protection method using composite anchor

Also Published As

Publication number Publication date
JPH04261912A (en) 1992-09-17

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