JPH1150453A - Anchorage device of ground anchor head - Google Patents

Anchorage device of ground anchor head

Info

Publication number
JPH1150453A
JPH1150453A JP21305197A JP21305197A JPH1150453A JP H1150453 A JPH1150453 A JP H1150453A JP 21305197 A JP21305197 A JP 21305197A JP 21305197 A JP21305197 A JP 21305197A JP H1150453 A JPH1150453 A JP H1150453A
Authority
JP
Japan
Prior art keywords
anchor head
anchor
fixing device
receiving plate
head
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.)
Granted
Application number
JP21305197A
Other languages
Japanese (ja)
Other versions
JP2992252B2 (en
Inventor
Manabu Murota
学 室田
Toshio Matsuoka
敏夫 松岡
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.)
Kurosawa Construction Co Ltd
Original Assignee
Kurosawa Construction Co Ltd
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 Kurosawa Construction Co Ltd filed Critical Kurosawa Construction Co Ltd
Priority to JP9213051A priority Critical patent/JP2992252B2/en
Publication of JPH1150453A publication Critical patent/JPH1150453A/en
Application granted granted Critical
Publication of JP2992252B2 publication Critical patent/JP2992252B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Landscapes

  • Piles And Underground Anchors (AREA)
  • Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)

Abstract

PROBLEM TO BE SOLVED: To prevent the damage in an anchor head by fallen rocks, etc., and, at the same time, to provide an chorage device of a ground anchor head capable of installing a concrete block on the surface of slope with a simple method. SOLUTION: A platform 6 is constituted of a recessed anchor head storing body 2 for storing a ground anchor head, a tension material inserting cylinder 3 provided to the lower surface of the anchor storing body 2, a holding plate 4 provided to the lower end face of the tension material inserting cylinder 3 and a reinforcing rib 5 provided between the holding plate 4 and anchor head storing body 2 plane radially. A pressure holding plate 7 is provided to the holding plate 4 of the platform 6 in a detachable manner, and a cover body 8 for closing an upper opening section is provided to the anchor head storing body 2.

Description

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

【0001】[0001]

【発明の属する技術分野】本発明はグラウンドアンカー
の頭部の定着装置に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a fixing device for a head of a ground anchor.

【0002】[0002]

【従来の技術】近年、法面の崩壊を防止するために法面
アンカー工法が多く用いられている。これは、図10に
示すように、法面20に複数のコンクリートブロック2
1を設置して法枠を形成し、前記コンクリートブロック
21を地山に打設したPC鋼線などのアンカー23で固
定するものであり、このアンカーの頭部24は、コンク
リートブロック21の上面に突出して定着されていた。
2. Description of the Related Art In recent years, slope anchoring methods have been widely used to prevent collapse of slopes. This is because, as shown in FIG.
The concrete block 21 is fixed by an anchor 23 such as a PC steel wire cast on the ground, and the head 24 of the anchor is mounted on the upper surface of the concrete block 21. It was prominently established.

【0003】[0003]

【発明が解決しようとする課題】上記のようにアンカー
の頭部がコンクリートブロックの上面に突出して定着さ
れると、落石などで破損する危険があり、あるいは破損
しなくとも景観を損なうという問題があった。また、法
面アンカー工法は、PC鋼線などのアンカーを地山に打
設した後に、コンクリートブロックをクレーンで吊り上
げて法面に設置するため、非常に大がかりでかつ危険を
伴う作業となっていた。
When the head of the anchor protrudes from the upper surface of the concrete block and is fixed as described above, there is a risk that the anchor may be damaged by falling rocks, or even if the anchor is not damaged, the landscape is impaired. there were. In addition, the slope anchor method is a very large and dangerous work because concrete blocks are lifted by a crane and installed on the slope after anchors such as PC steel wires are cast on the ground. .

【0004】本発明は上記のような問題点に鑑みてなさ
れたものであり、その目的は、アンカーの頭部が落石な
どで破損するのを防ぐとともに、コンクリートブロック
を簡単な方法で法面に設置できるグラウンドアンカーの
頭部の定着装置を提供することである。
SUMMARY OF THE INVENTION The present invention has been made in view of the above problems, and an object of the present invention is to prevent a head of an anchor from being damaged by falling rocks and the like, and to make a concrete block a slope by a simple method. An object of the present invention is to provide a fixing device for a head of a ground anchor which can be installed.

【0005】[0005]

【課題を解決するための手段】以上の課題を解決するた
めのグラウンドアンカーの頭部の定着装置は、グラウン
ドアンカーの頭部を収容する凹状のアンカーヘッド収容
体と、該アンカーヘッド収容体の下面に設けた引張材用
挿入筒と、該引張材用挿入筒の下端面に設けた受板と、
該受板とアンカーヘッド収容体の間に平面放射状に設け
た補強リブとから台座を構成し、該台座の受板には受圧
板が取外自在に設けられ、前記アンカーヘッド収容体に
は上面開口部を閉塞する蓋体が設けられたことを特徴と
する。
SUMMARY OF THE INVENTION In order to solve the above-mentioned problems, a ground anchor head fixing device includes a concave anchor head housing for housing a ground anchor head, and a lower surface of the anchor head housing. And a receiving plate provided on the lower end surface of the tensile material insertion cylinder,
A pedestal is formed from the receiving plate and the reinforcing ribs provided in a plane radial manner between the anchor head container, and a pressure receiving plate is detachably provided on the receiving plate of the pedestal. A lid for closing the opening is provided.

【0006】定着装置が軽量なので施工性に優れてい
る。
[0006] Since the fixing device is lightweight, it is excellent in workability.

【0007】凹状のアンカーヘッド収容体内にグラウン
ドアンカーの頭部が収容されて定着されるので、落石な
どによる破損を防げるとともに、景観を損なうことがな
い。
[0007] Since the head of the ground anchor is housed and fixed in the concave anchor head housing, damage due to falling rocks can be prevented and the scenery is not spoiled.

【0008】[0008]

【発明の実施の形態】以下、グラウンドアンカーの頭部
の定着装置(以下単に定着装置)の実施の形態の一例を
図面に基づいて詳細に説明する。図1は定着装置の正面
図、図2は同平面図、図3は断面図である。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of a fixing device for a head of a ground anchor (hereinafter simply referred to as a fixing device) will be described below in detail with reference to the drawings. 1 is a front view of the fixing device, FIG. 2 is a plan view thereof, and FIG. 3 is a cross-sectional view.

【0009】定着装置1はアンカーヘッド収容体2と、
引張材用挿入筒3と、受板4と、補強リブ5とからなる
台座6と、受圧板7とから構成されている。この定着装
置1は鋼板、鋳造品およびプラスチックなどで製造さ
れ、プラスチックで製造する場合は錆の発生がないので
耐久性に優れている。
The fixing device 1 includes an anchor head container 2 and
It comprises a pedestal 6 composed of a tensile material insertion tube 3, a receiving plate 4, a reinforcing rib 5, and a pressure receiving plate 7. The fixing device 1 is made of a steel plate, a cast product, a plastic, or the like. When the fixing device 1 is made of a plastic, there is no rust, so that the fixing device 1 has excellent durability.

【0010】アンカーヘッド収容体2は上面が開口され
た平面方形の函体であり、上面に行くにしたがって外側
に広がっており、その上面開口部を閉塞する蓋体8が鍔
部9にボルト10で取り付けられるようになっている。
The anchor head housing 2 is a flat rectangular box having an upper surface opened, and extends outwardly toward the upper surface. A lid 8 for closing the upper surface opening is provided with a flange 10 with bolts 10. It can be attached with.

【0011】またアンカーヘッド収容体2の底面には引
張材用挿入筒3が取り付けられ、該引張材用挿入筒3の
下端面には受板4が取り付けられている。このアンカー
ヘッド収容体2の下面と受板4とには、それぞれ引張材
用挿入筒3の内径と同径の孔11が開口されて、引張材
12をアンカーヘッド収容体2まで挿入できるようにな
っている。
A tension member insertion tube 3 is attached to the bottom surface of the anchor head housing 2, and a receiving plate 4 is attached to the lower end surface of the tension member insertion tube 3. Holes 11 having the same diameter as the inner diameter of the tensile material insertion tube 3 are opened in the lower surface of the anchor head housing 2 and the receiving plate 4 so that the tensile material 12 can be inserted into the anchor head housing 2. Has become.

【0012】前記受板4とアンカーヘッド収容体2の間
には補強リブ5が平面放射状に設けられ、これでアンカ
ーヘッド収容体2が受ける緊張力を支持している。
A reinforcing rib 5 is provided radially between the receiving plate 4 and the anchor head housing 2 to support the tension applied to the anchor head housing 2.

【0013】前記受板4には平面八角の受圧板7がボル
ト13で取外自在に取り付けられており、必要に応じて
取り付けたり、取り外しできるようになっている。
A flat octagonal pressure receiving plate 7 is detachably attached to the receiving plate 4 with bolts 13 so that it can be attached or detached as necessary.

【0014】図7は、上記の定着装置1を法面14に設
置した状態を示し、コンクリートブロック15は現場打
ちコンクリートで形成され、アンカーヘッド17がアン
カーヘッド収容体2内に収容されることにより、落石な
どで破損するのを防いでいる。
FIG. 7 shows a state in which the above-mentioned fixing device 1 is installed on the slope 14. The concrete block 15 is formed of cast-in-place concrete, and the anchor head 17 is housed in the anchor head housing 2. To prevent damage from falling rocks.

【0015】以下に、この定着装置を使用した逆巻工法
を図8に基づいて説明する。まず、(1)に示すよう
に、法面14の1段目を掘削するとともに、アンカー孔
16を掘孔してグラウトを打設する。このグラウトにP
C鋼線などの引張材12を挿入して養生し、所定の力が
発現したら定着装置1を設置して仮緊張する。
Hereinafter, a reverse winding method using the fixing device will be described with reference to FIG. First, as shown in (1), the first step of the slope 14 is excavated, and the anchor hole 16 is dug to grout. P to this grout
The tensile member 12 such as a C steel wire is inserted and cured, and when a predetermined force is generated, the fixing device 1 is installed and temporarily tensioned.

【0016】次に、同図の(2)に示すように、法面1
4の2段目を掘削するとともに、前記と同様に、アンカ
ー孔16を掘孔してグラウトを打設し、このグラウトに
PC鋼線などの引張材12を挿入して養生し、所定の力
が発現したら定着装置1を設置して仮緊張する。そし
て、同図の(3)に示すように、法面14の3段目も掘
削して、前記と同様の方法で定着装置1を設置して仮緊
張する。
Next, as shown in FIG.
In the same manner as described above, the second step of No. 4 is excavated, the anchor hole 16 is dug, a grout is cast, a tensile material 12 such as a PC steel wire is inserted into the grout, and the grout is cured. Is established, the fixing device 1 is installed and a temporary tension is applied. Then, as shown in (3) of the figure, the third step of the slope 14 is also excavated, and the fixing device 1 is installed and temporarily tensioned in the same manner as described above.

【0017】このように、掘削した法面14に定着装置
1を設置して仮緊張した後、同図の(4)に示すよう
に、これらの定着装置1間に現場打ちコンクリートを打
設してコンクリートブロック15を形成すると、アンカ
ーヘッド17がコンクリートブロック15の表面より下
側に収容され、かつ蓋体8でカバーされているため、例
え落石があったとしてもアンカーヘッド17が破損する
ことがない。
After the fixing device 1 is installed on the excavated slope 14 and temporarily tensioned, as shown in (4) in the figure, cast-in-place concrete is poured between these fixing devices 1. When the concrete block 15 is formed, the anchor head 17 is housed below the surface of the concrete block 15 and is covered by the lid 8, so that the anchor head 17 may be damaged even if a rock falls. Absent.

【0018】図9は、上記の逆巻工法によって構築され
た法枠18の平面図を示すものであり、これにより法面
14の崩壊を防ぐことができる。
FIG. 9 shows a plan view of the slope 18 constructed by the above-mentioned reverse winding method, whereby the slope 14 can be prevented from collapsing.

【0019】[0019]

【発明の効果】定着装置は軽量なので取扱が容易で施工
性に優れている。
As described above, the fixing device is lightweight, so that it can be easily handled and has excellent workability.

【0020】アンカーヘッド収容体内にグラウンドアン
カーの頭部が収容され、かつアンカーヘッド収容体が蓋
体で閉塞されているため、落石などによる破損を防げる
とともに、景観を損なうことがない。
Since the head of the ground anchor is housed in the anchor head housing and the anchor head housing is closed by the lid, damage due to falling rocks and the like can be prevented and the scenery is not impaired.

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

【図1】定着装置の正面図である。FIG. 1 is a front view of a fixing device.

【図2】定着装置の平面図である。FIG. 2 is a plan view of the fixing device.

【図3】定着装置の断面図である。FIG. 3 is a cross-sectional view of the fixing device.

【図4】図3のa−a線断面図である。FIG. 4 is a sectional view taken along line aa of FIG. 3;

【図5】図3のbーb線断面図である。FIG. 5 is a sectional view taken along line bb of FIG. 3;

【図6】定着装置の分解断面図である。FIG. 6 is an exploded sectional view of the fixing device.

【図7】定着装置の使用状態断面図である。FIG. 7 is a sectional view illustrating a use state of the fixing device.

【図8】定着装置を使用した逆巻工法の断面図である。FIG. 8 is a sectional view of a reverse winding method using a fixing device.

【図9】構築された法枠の平面図である。FIG. 9 is a plan view of the constructed legal frame.

【図10】従来の法面アンカー工法の断面図である。FIG. 10 is a sectional view of a conventional slope anchor method.

【符号の説明】[Explanation of symbols]

1 定着装置 2 アンカーヘッド収容体 3 引張材用挿入筒 4 受板 5 補強リブ 7 受圧板 8 蓋体 9 鍔部 10、13 ボルト 11 孔 12 引張材 14 法面 15、15 コンクリートブロック 16 アンカー孔 17 アンカーヘッド 18 法枠 DESCRIPTION OF SYMBOLS 1 Fixing apparatus 2 Anchor head accommodating body 3 Tensile insertion tube 4 Receiving plate 5 Reinforcement rib 7 Pressure receiving plate 8 Lid 9 Flange 10, 13 Bolt 11 Hole 12 Tensile material 14 Slope 15, 15 Concrete block 16 Anchor hole 17 Anchor head 18 law frame

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 グラウンドアンカーの頭部を収容する凹
状のアンカーヘッド収容体と、該アンカーヘッド収容体
の下面に設けた引張材用挿入筒と、該引張材用挿入筒の
下端面に設けた受板と、該受板とアンカーヘッド収容体
の間に平面放射状に設けた補強リブとから台座を構成
し、該台座の受板には受圧板が取外自在に設けられ、前
記アンカーヘッド収容体には上面開口部を閉塞する蓋体
が設けられたことを特徴とするグラウンドアンカーの頭
部の定着装置。
A concave anchor head housing for accommodating a head of a ground anchor, a tension member insertion tube provided on a lower surface of the anchor head container, and a lower end surface of the tension member insertion tube. A pedestal is constituted by a receiving plate and reinforcing ribs provided in a plane radial manner between the receiving plate and the anchor head housing, and a pressure receiving plate is detachably provided on the receiving plate of the pedestal. A fixing device for a head of a ground anchor, wherein a lid is provided on the body to close an upper opening.
JP9213051A 1997-08-07 1997-08-07 Ground anchor head fixing device Expired - Lifetime JP2992252B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP9213051A JP2992252B2 (en) 1997-08-07 1997-08-07 Ground anchor head fixing device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP9213051A JP2992252B2 (en) 1997-08-07 1997-08-07 Ground anchor head fixing device

Publications (2)

Publication Number Publication Date
JPH1150453A true JPH1150453A (en) 1999-02-23
JP2992252B2 JP2992252B2 (en) 1999-12-20

Family

ID=16632723

Family Applications (1)

Application Number Title Priority Date Filing Date
JP9213051A Expired - Lifetime JP2992252B2 (en) 1997-08-07 1997-08-07 Ground anchor head fixing device

Country Status (1)

Country Link
JP (1) JP2992252B2 (en)

Cited By (24)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US8220209B2 (en) 2007-03-26 2012-07-17 Ville De Montreal Ground anchor
CN103469794A (en) * 2013-01-18 2013-12-25 苏州市能工基础工程有限责任公司 Support type anchorage device capable of conveniently disassembling core and core material recovery method for support type anchorage device
CN104831727A (en) * 2015-05-26 2015-08-12 中国电建集团中南勘测设计研究院有限公司 Anchorage pier structure of lining built-in pre-stressed anchor cable and construction method of anchorage pier structure
CN106759322A (en) * 2017-01-12 2017-05-31 兰州理工大学 Rib Reinforced reinforced anchor bolt lockset and application method
CN107964950A (en) * 2017-12-27 2018-04-27 中国科学院武汉岩土力学研究所 Riveted type anchorage cable stretching device and anchor cable two times tensioning device
CN108071113A (en) * 2017-12-27 2018-05-25 中国科学院武汉岩土力学研究所 The existing anchorage cable stretching device of welded type and existing anchor cable two times tensioning device
CN108086331A (en) * 2017-12-27 2018-05-29 中国科学院武汉岩土力学研究所 Bonded existing anchorage cable stretching device and existing anchor cable two times tensioning device
CN108086332A (en) * 2017-12-27 2018-05-29 中国科学院武汉岩土力学研究所 The existing anchorage cable stretching device of assembled and existing anchor cable two times tensioning device
CN108104120A (en) * 2017-12-27 2018-06-01 中国科学院武汉岩土力学研究所 Intermediate linking anchorage cable stretching device and anchor cable two times tensioning device
CN108130908A (en) * 2017-12-27 2018-06-08 中国科学院武汉岩土力学研究所 The two times tensioning method of the existing anchor cable of assembled
CN108130907A (en) * 2017-12-27 2018-06-08 中国科学院武汉岩土力学研究所 The two times tensioning method of bonded existing anchor cable
CN108166510A (en) * 2017-12-27 2018-06-15 中国科学院武汉岩土力学研究所 The two times tensioning method of the existing anchor cable of plain type
CN108166494A (en) * 2017-12-27 2018-06-15 中国科学院武汉岩土力学研究所 The existing anchorage cable stretching device of plain type and existing anchor cable two times tensioning device
CN108179746A (en) * 2017-12-27 2018-06-19 中国科学院武汉岩土力学研究所 The existing anchorage cable stretching device of assembly type and existing anchor cable two times tensioning device
CN108179745A (en) * 2017-12-27 2018-06-19 中国科学院武汉岩土力学研究所 The two times tensioning method of the existing anchor cable of assembly type
CN108222029A (en) * 2017-12-27 2018-06-29 湖北省交通运输厅鄂西高速公路管理处 The two times tensioning method of intermediate linking anchor cable
CN113502833A (en) * 2021-06-28 2021-10-15 上海园林绿化建设有限公司 Slope water and soil loss prevention structure and method for urban road construction
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CN113882371A (en) * 2021-10-22 2022-01-04 深圳市工勘岩土集团有限公司 Anchor rod tensioning structure after anchor sealing
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Cited By (26)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US8220209B2 (en) 2007-03-26 2012-07-17 Ville De Montreal Ground anchor
CN103469794A (en) * 2013-01-18 2013-12-25 苏州市能工基础工程有限责任公司 Support type anchorage device capable of conveniently disassembling core and core material recovery method for support type anchorage device
CN104831727A (en) * 2015-05-26 2015-08-12 中国电建集团中南勘测设计研究院有限公司 Anchorage pier structure of lining built-in pre-stressed anchor cable and construction method of anchorage pier structure
CN106759322A (en) * 2017-01-12 2017-05-31 兰州理工大学 Rib Reinforced reinforced anchor bolt lockset and application method
CN107964950A (en) * 2017-12-27 2018-04-27 中国科学院武汉岩土力学研究所 Riveted type anchorage cable stretching device and anchor cable two times tensioning device
CN108071113A (en) * 2017-12-27 2018-05-25 中国科学院武汉岩土力学研究所 The existing anchorage cable stretching device of welded type and existing anchor cable two times tensioning device
CN108086331A (en) * 2017-12-27 2018-05-29 中国科学院武汉岩土力学研究所 Bonded existing anchorage cable stretching device and existing anchor cable two times tensioning device
CN108086332A (en) * 2017-12-27 2018-05-29 中国科学院武汉岩土力学研究所 The existing anchorage cable stretching device of assembled and existing anchor cable two times tensioning device
CN108104120A (en) * 2017-12-27 2018-06-01 中国科学院武汉岩土力学研究所 Intermediate linking anchorage cable stretching device and anchor cable two times tensioning device
CN108130908A (en) * 2017-12-27 2018-06-08 中国科学院武汉岩土力学研究所 The two times tensioning method of the existing anchor cable of assembled
CN108130907A (en) * 2017-12-27 2018-06-08 中国科学院武汉岩土力学研究所 The two times tensioning method of bonded existing anchor cable
CN108166510A (en) * 2017-12-27 2018-06-15 中国科学院武汉岩土力学研究所 The two times tensioning method of the existing anchor cable of plain type
CN108166494A (en) * 2017-12-27 2018-06-15 中国科学院武汉岩土力学研究所 The existing anchorage cable stretching device of plain type and existing anchor cable two times tensioning device
CN108179746A (en) * 2017-12-27 2018-06-19 中国科学院武汉岩土力学研究所 The existing anchorage cable stretching device of assembly type and existing anchor cable two times tensioning device
CN108179745A (en) * 2017-12-27 2018-06-19 中国科学院武汉岩土力学研究所 The two times tensioning method of the existing anchor cable of assembly type
CN108222029A (en) * 2017-12-27 2018-06-29 湖北省交通运输厅鄂西高速公路管理处 The two times tensioning method of intermediate linking anchor cable
CN113502833A (en) * 2021-06-28 2021-10-15 上海园林绿化建设有限公司 Slope water and soil loss prevention structure and method for urban road construction
CN113882368A (en) * 2021-10-22 2022-01-04 深圳市工勘岩土集团有限公司 Structure for tensioning anchor rod by utilizing anchor
CN113882370A (en) * 2021-10-22 2022-01-04 深圳市工勘岩土集团有限公司 Anchor rod anti-pulling test structure after anchor sealing based on clamping fixation
CN113882372A (en) * 2021-10-22 2022-01-04 深圳市工勘岩土集团有限公司 Anchor rod tensioning method after anchor sealing
CN113882369A (en) * 2021-10-22 2022-01-04 深圳市工勘岩土集团有限公司 Method for tensioning anchor rod by using anchorage device
CN113882367A (en) * 2021-10-22 2022-01-04 深圳市工勘岩土集团有限公司 Anchor rod anti-pulling test structure after anchor sealing based on connecting sleeve
CN113882371A (en) * 2021-10-22 2022-01-04 深圳市工勘岩土集团有限公司 Anchor rod tensioning structure after anchor sealing
CN113897955A (en) * 2021-10-22 2022-01-07 深圳市工勘岩土集团有限公司 Anchorage device convenient for tensioning anchor rod after anchor sealing
CN113882368B (en) * 2021-10-22 2022-11-29 深圳市工勘岩土集团有限公司 Structure for tensioning anchor rod by utilizing anchor
CN113897955B (en) * 2021-10-22 2023-02-24 深圳市工勘岩土集团有限公司 Anchorage device convenient for tensioning anchor rod after anchor sealing

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