JPH01138930U - - Google Patents

Info

Publication number
JPH01138930U
JPH01138930U JP2894188U JP2894188U JPH01138930U JP H01138930 U JPH01138930 U JP H01138930U JP 2894188 U JP2894188 U JP 2894188U JP 2894188 U JP2894188 U JP 2894188U JP H01138930 U JPH01138930 U JP H01138930U
Authority
JP
Japan
Prior art keywords
anchor
tensile material
synthetic resin
hole
resin sheath
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
JP2894188U
Other languages
Japanese (ja)
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 filed Critical
Priority to JP2894188U priority Critical patent/JPH01138930U/ja
Publication of JPH01138930U publication Critical patent/JPH01138930U/ja
Pending legal-status Critical Current

Links

Landscapes

  • Piles And Underground Anchors (AREA)

Description

【図面の簡単な説明】[Brief explanation of the drawing]

第1図は本考案に係る永久地中アンカーの一例
の部分省略断面図、第2図は第1図中の―線
断面図、第3図イ〜ヘは施工手順を示す断面図、
第4図は従来の永久地中アンカーの断面図である
。 11…アンカー孔、13…アンカーコンクリー
ト、14…引張材、15…定着具、16…PCス
トランド、17…合成樹脂防錆被覆層、18…合
成樹脂シース。
Fig. 1 is a partially omitted sectional view of an example of a permanent underground anchor according to the present invention, Fig. 2 is a sectional view taken along the line - - in Fig. 1, and Fig. 3 A to F are sectional views showing the construction procedure.
FIG. 4 is a sectional view of a conventional permanent underground anchor. DESCRIPTION OF SYMBOLS 11...Anchor hole, 13...Anchor concrete, 14...Tensile material, 15...Fixing tool, 16...PC strand, 17...Synthetic resin rust prevention coating layer, 18...Synthetic resin sheath.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 地中に削孔したアンカー孔と、該アンカー孔内
に充填したアンカーコンクリートと、該アンカー
コンクリート内に埋め込まれて挿入した引張材と
を有し、前記引張材は中心に配置された鋼撚線の
表面に合成樹脂製防錆被覆層を密着させた被覆線
材を合成樹脂シース内に挿通させて構成され、該
引張材の前記削孔の奥部に位置する定着長部分を
前記合成樹脂シースから突出させるとともにその
突出部分の防錆被覆層を剥離してアンカーコンク
リート内に埋設させ、かつ該引張材の前記削孔の
開口側の自由長部分を前記合成樹脂シース内にて
伸縮自在ならしめたことを特徴としてなる、永久
地中アンカー。
It has an anchor hole drilled in the ground, anchor concrete filled in the anchor hole, and a tension member embedded and inserted into the anchor concrete, the tension member being a stranded steel wire arranged in the center. A coated wire with a synthetic resin anti-rust coating layer in close contact with the surface of the tensile material is inserted into a synthetic resin sheath, and the fixed length portion of the tensile material located deep inside the hole is separated from the synthetic resin sheath. The tensile material was made to protrude, the anticorrosive coating layer of the protruding portion was peeled off, and the tensile material was buried in the anchor concrete, and the free length of the tensile material on the opening side of the drilled hole was allowed to expand and contract within the synthetic resin sheath. This is a permanent underground anchor.
JP2894188U 1988-03-03 1988-03-03 Pending JPH01138930U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2894188U JPH01138930U (en) 1988-03-03 1988-03-03

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2894188U JPH01138930U (en) 1988-03-03 1988-03-03

Publications (1)

Publication Number Publication Date
JPH01138930U true JPH01138930U (en) 1989-09-22

Family

ID=31252717

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2894188U Pending JPH01138930U (en) 1988-03-03 1988-03-03

Country Status (1)

Country Link
JP (1) JPH01138930U (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH07145618A (en) * 1993-11-24 1995-06-06 Kurosawa Kensetsu Kk Earth anchorage method
KR100404756B1 (en) * 2001-07-09 2003-11-07 금호엔지니어링 (주) earth anchor method and a steel wire guide fit with the method
JP2009079369A (en) * 2007-09-25 2009-04-16 Ohbayashi Corp Natural ground reinforcing soil structure and natural ground reinforcing soil construction method

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH07145618A (en) * 1993-11-24 1995-06-06 Kurosawa Kensetsu Kk Earth anchorage method
KR100404756B1 (en) * 2001-07-09 2003-11-07 금호엔지니어링 (주) earth anchor method and a steel wire guide fit with the method
JP2009079369A (en) * 2007-09-25 2009-04-16 Ohbayashi Corp Natural ground reinforcing soil structure and natural ground reinforcing soil construction method

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