JPH09111761A - Bearing pressure metal fitting for stabilizing slope and slope stabilizing method - Google Patents

Bearing pressure metal fitting for stabilizing slope and slope stabilizing method

Info

Publication number
JPH09111761A
JPH09111761A JP29354895A JP29354895A JPH09111761A JP H09111761 A JPH09111761 A JP H09111761A JP 29354895 A JP29354895 A JP 29354895A JP 29354895 A JP29354895 A JP 29354895A JP H09111761 A JPH09111761 A JP H09111761A
Authority
JP
Japan
Prior art keywords
slope
ground
plate
bearing
bearing metal
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
JP29354895A
Other languages
Japanese (ja)
Other versions
JP3033678B2 (en
Inventor
Naoto Iwasa
直人 岩佐
Yoshiyuki Mizuhara
栄之 水原
Takahito Inoue
孝人 井上
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.)
RINGYO DOBOKU SHISETSU KENKYUS
RINGYO DOBOKU SHISETSU KENKYUSHO
Nippon Steel Metal Products Co Ltd
Original Assignee
RINGYO DOBOKU SHISETSU KENKYUS
RINGYO DOBOKU SHISETSU KENKYUSHO
Nippon Steel Metal Products 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 RINGYO DOBOKU SHISETSU KENKYUS, RINGYO DOBOKU SHISETSU KENKYUSHO, Nippon Steel Metal Products Co Ltd filed Critical RINGYO DOBOKU SHISETSU KENKYUS
Priority to JP7293548A priority Critical patent/JP3033678B2/en
Publication of JPH09111761A publication Critical patent/JPH09111761A/en
Application granted granted Critical
Publication of JP3033678B2 publication Critical patent/JP3033678B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Abstract

PROBLEM TO BE SOLVED: To facilitate a work at a site when a stabilization method for a slope is applied. SOLUTION: Bearing pressure metal fitting 10 is made of a steel, a short pipe 13 is securely erected on the central part of a ground touching plate 12, and leg plates 14 for reinforcement are arranged. The ground touching plate 12 has a through-hole 12a formed in a central part and through which a rock bolt 11 is inserted. The leg plate 14 has a notch part 14a, through which a wire 25 is inserted and which is formed in a contact part between the ground touching plate 12 and the short pipe 13. By penetrating the rock bolt 11 in a ground, the rock bolt is anchored on a foundation bedrock 15. The bearing pressure hardware 10 is fitted in the rock bolt 11, and by fastening by means of a nut 22, a ground support force (a bearing pressure) by the tension force of the rock bolt 11 is exerted on the bearing pressure metal fitting 10. Further, for example, arranged two bearing pressure metal fitting 10 are coupled together under tension by a wire 25 inserted through the notch part 14a. Through the tension coupling by the wire 25, a bedrock strength is increased and a wiring work therefor is facilitated.

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】この発明は,地中に貫入され
てアンカー機能を果たす引張り部材の地上突出部に装着
され,前記引張り部材に与えた緊張力を法面に伝達して
法面の安定化を行う法面安定化工法用の支圧金物,およ
びこの法面安定化工法用の支圧金物を用いて行う法面安
定化工法に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention is mounted on a projecting portion of a tensile member that penetrates into the ground and performs an anchor function, and transmits the tension applied to the tensile member to the slope to stabilize the slope. Bearing for a slope stabilization method that performs heat treatment, and a slope stabilizing method using the bearing for a slope stabilization method.

【0002】[0002]

【従来の技術】上記の引張り部材と支圧金物を用いて行
う従来の法面安定化工法の一例を図11に示す(特公昭
49ー9482号参照)。この安定化工法は,法面1の
地中に貫入し基礎岩盤等に定着させたアンカー体2にア
ンカーロッドやアンカーロープ等の引張り部材3を接続
し,この引張り部材3の地上突出部に支圧盤(支圧金物
に相当)4を装着し,引張り部材3の上端部に形成した
ねじ部に螺合させたナット6を締め付ける等して引張り
部材3に緊張力を与え,この緊張力を支圧盤4が法面に
伝達して法面の安定化を行う工法である。この工法は,
支圧盤4を法面の安定化区域に適宜の間隔をあけて配置
する施工法を採用することで,法面に自生する樹木を伐
採することなく当該法面の崩壊を防止することが可能と
なる,等の特長を有する(ただし,特公昭49−948
2号の発明自体は他の目的を持つ)。
2. Description of the Related Art FIG. 11 shows an example of a conventional slope stabilization method using the above-mentioned tensile member and bearing metal (see Japanese Patent Publication No. 49-9482). In this stabilization method, a tension member 3 such as an anchor rod or an anchor rope is connected to an anchor body 2 that has penetrated into the ground of a slope 1 and has been anchored on a foundation rock, etc., and is supported on the above-ground protruding portion of this tension member 3. A tensioning force is applied to the tension member 3 by mounting a platen (corresponding to a pressure bearing metal) 4 and tightening a nut 6 screwed into a screw formed on the upper end of the tension member 3 to support this tension force. This is a construction method in which the platen 4 is transmitted to the slope to stabilize the slope. This method is
By adopting the construction method in which the bearing plate 4 is arranged in the stabilization area of the slope at an appropriate interval, it is possible to prevent the slope from collapsing without cutting trees that grow naturally on the slope. It has the following features (However, Japanese Patent Publication Sho-49-948
Invention No. 2 itself has other purposes).

【0003】従来の法面安定化工法における支圧盤4は
図示の通り,単なる平板状である。なお,平板状の支圧
盤を用いる法面安定化工法は,例えば特開平5−112
945号にも見られる。なお,従来工法では一般に,コ
ンクリート造りの支圧盤が用いられている。
The pressure bearing plate 4 in the conventional slope stabilization method is a simple flat plate shape as shown in the drawing. The slope stabilization method using a flat bearing plate is disclosed in, for example, Japanese Patent Laid-Open No. 5-112.
Also seen on 945. In the conventional method, a concrete bearing plate is generally used.

【0004】[0004]

【発明が解決しようとする課題】ところで,コンクリー
ト造りの支圧盤であれば,上記従来の支圧盤4のように
平板状であっても,支圧盤に必要な強度を確保すること
は容易である。しかし,コンクリート製の支圧盤は必然
的に重量が大となり,傾斜面である施工現場で行う作業
は困難な作業となる。
By the way, in the case of a concrete pressure plate, even if it is flat like the conventional pressure plate 4, it is easy to secure the strength required for the pressure plate. . However, the concrete pressure plate inevitably has a large weight, and the work performed on the construction site, which is an inclined surface, becomes difficult.

【0005】また,この工法は前述の通り,法面に自生
する樹木を伐採することなく施工するために,支圧盤4
を法面の安定化区域に適宜の間隔をあけて配置するが,
その際,法面に施工された複数の支圧盤4相互間を図示
略のワイヤで緊張連結することも行われている。このよ
うにワイヤで支圧盤相互間を緊張連結すると,法面の安
定化区域全体として地盤強度の向上が図られることが知
られている。しかし,従来の支圧盤4では,ワイヤで支
圧盤相互間を緊張連結することが容易な構造にはなって
いない。
In addition, as described above, this construction method uses the pressure bearing plate 4 in order to construct a tree growing on the slope without cutting it.
Are placed in the stabilization area of the slope with an appropriate interval.
At that time, a plurality of bearing plates 4 constructed on the slope are also tension-coupled to each other with a wire (not shown). It is known that by tension-connecting the bearing plates with wires in this way, the ground strength can be improved in the entire slope stabilization area. However, the conventional pressure-bearing plates 4 do not have a structure in which it is easy to tension-connect the pressure-bearing plates with each other with a wire.

【0006】本発明は上記事情に鑑みてなされたもの
で,鋼製の支圧金物を用いて軽量化を図り,傾斜面で行
う施工現場の作業を容易にするとともに,支圧金物相互
間をワイヤ等で緊張連結することを容易に行うことが可
能な法面安定化工法用の支圧金物,およびこの法面安定
化工法用の支圧金物を用いて法面安定化工法を提供する
ことを目的とする。
The present invention has been made in view of the above circumstances, and is intended to reduce the weight by using steel bearing members to facilitate the work at the construction site performed on the inclined surface, and to support the bearing members from each other. To provide a bearing member for a slope stabilizing method capable of easily performing tension connection with a wire, etc., and a slope stabilizing method using the bearing member for the slope stabilizing method. With the goal.

【0007】[0007]

【課題を解決するための手段】上記課題を解決する本発
明は,地中に貫入されてアンカー機能を果たす引張り部
材の地上突出部に装着され,前記引張り部材に与えた緊
張力を法面に伝達して法面の安定化を行う法面安定化工
法用の支圧金物であって,鋼製の接地板の中央部に前記
引張り部材を貫通させることができる孔を設けるととも
に鋼製の短管を立設固定し,前記接地板上面と短管外周
面との間に両者に垂直に当接し接合される鋼製の補強用
の脚板を設けたことを特徴とする。
According to the present invention for solving the above-mentioned problems, the tensioning force applied to the above-mentioned tensioning member is applied to the ground surface of a tensioning member which penetrates into the ground and performs an anchor function. A bearing metal for a slope stabilization method for transmitting and stabilizing a slope. A steel short plate is provided with a hole through which the tensile member can penetrate, and a steel short plate. The pipe is vertically installed and fixed, and a reinforcing leg plate made of steel is provided between the upper surface of the grounding plate and the outer peripheral surface of the short pipe so as to vertically abut and join them.

【0008】請求項2は,請求項1の法面安定化工法用
の支圧金物における接地板に複数の貫通孔を設けたこと
を特徴とする。
A second aspect of the present invention is characterized in that a plurality of through holes are provided in the ground plate of the bearing metal for the slope stabilizing method of the first aspect.

【0009】請求項3は,請求項1の法面安定化工法用
の支圧金物における接地板と短管との当接部分の脚板に
切欠部を設けたことを特徴とする。
A third aspect of the present invention is characterized in that the leg plate of the contact portion between the ground plate and the short pipe in the bearing metal for the slope stabilization method of the first aspect is provided with a cutout portion.

【0010】請求項4は,請求項1記載の支圧金物を用
いて行う法面安定化工法であって,ロックボルトを法面
の地中に貫入させてその先端部を基礎岩盤に定着させ,
該ロックボルトの地上突出部に前記支圧金物を嵌装し,
この支圧金物の短管の上端から突出したロックボルトに
座金を介してナットを螺合させ締め付けて当該ロックボ
ルトに緊張力を与え,この緊張力を地盤支持力として受
ける支圧金物により法面を安定化することを特徴とす
る。
According to a fourth aspect of the present invention, there is provided a slope stabilizing method using the bearing metal according to the first aspect, wherein the rock bolt is penetrated into the ground and the tip portion thereof is fixed to the foundation rock mass. ,
The bearing metal fitting is fitted to the above-ground protruding portion of the lock bolt,
A nut is screwed through the washer to the lock bolt protruding from the upper end of the short pipe of this bearing to give a tension force to the lock bolt, and this tension is received as ground support force by the bearing metal. It is characterized by stabilizing.

【0011】請求項5は,請求項4記載の法面安定化工
法において,法面の安定化区域内に適宜の間隔をあけて
配置された複数の支圧金物のうちの隣接する2つ以上の
支圧金物相互間を,支圧金物の接地板と短管との当接部
分の脚板に設けた切欠部に通したワイヤで緊張連結する
ことを特徴とする。
According to a fifth aspect of the present invention, in the slope stabilizing method according to the fourth aspect, two or more adjoining supporting metal fittings among a plurality of bearing members arranged at appropriate intervals in the stabilization area of the slope are provided. It is characterized in that the pressure-bearing metal members are tightly connected to each other by a wire passing through a notch formed in the leg plate at the contact portion between the ground plate of the pressure-bearing metal member and the short pipe.

【0012】[0012]

【発明の実施の形態】以下,本発明の実施の形態を図1
〜図10の実施例を参照して説明する。図1において,
1は安定化工法を施工しようとする法面,10は本発明
の一実施例の法面安定化工法用の支圧金物である。この
支圧金物10は,地中に貫入されてアンカー機能を果た
す引張り部材であるロックボルト11の地上突出部に装
着され,前記ロックボルト11に与えた緊張力を法面1
に伝達して法面の安定化を行うものである。
FIG. 1 is a block diagram showing an embodiment of the present invention.
This will be described with reference to the embodiment of FIG. In Figure 1,
Reference numeral 1 is a slope to be constructed by the stabilizing method, and 10 is a bearing metal for the slope stabilizing method according to an embodiment of the present invention. The bearing metal 10 is attached to a ground protrusion of a lock bolt 11 which is a tensile member that penetrates into the ground and performs an anchor function, and applies the tension applied to the lock bolt 11 to the slope 1
To stabilize the slope.

【0013】前記支圧金物10は,図4,図5にも示す
ように,鋼製の接地板12の中央部に前記ロックボルト
11を貫通させることができる孔12aを設けるととも
に鋼製の例えば円形の短管13を溶接により立設固定
し,前記接地板12の上面と短管13の外周面との間に
両者12,13に垂直に当接し接合される鋼製の補強用
の脚板14を設けた構造である。図示例では短管13か
ら直角二方向の四方に伸びる4枚の脚板14を設けてい
る。この実施例の支圧金物10の接地板12は図示の通
り正方形である。さらに,接地板12と短管13との当
接部分の脚板14には,四半円状の切欠部14aを設け
ている。なお,支圧金物10は防錆のため亜鉛メッキを
施すとよい。
As shown in FIGS. 4 and 5, the pressure bearing metal 10 is provided with a hole 12a through which the lock bolt 11 can penetrate in the central portion of a steel ground plate 12 and is made of steel, for example. A circular short pipe 13 is erected and fixed by welding, and a reinforcing leg plate 14 made of steel is vertically abutted on and joined to the upper surface of the ground plate 12 and the outer peripheral surface of the short pipe 13. It is a structure provided with. In the illustrated example, four leg plates 14 extending from the short tube 13 in four directions at right angles are provided. The ground plate 12 of the bearing metal 10 of this embodiment is square as shown. Further, the leg plate 14 at the contact portion between the ground plate 12 and the short tube 13 is provided with a semicircular cutout 14a. The bearing metal 10 is preferably galvanized to prevent rust.

【0014】上記の支圧金物10を用いて法面1の安定
化工法を施工する場合,まず,ロックボルト11を図
1,図3に示すように,法面1の地中に貫入させて,そ
の先端部のビット11aを基礎岩盤15に定着させる。
なお,実施例のロックボルト11は,ロックボルト11
の貫入作業を容易にするために,例えば2メートル等の
長さのボルト片11bを,貫入させる深さに応じて必要
な本数だけカプラ11cで順次連結して用いている。こ
のロックボルト11の貫入は,図示略のドリルにこのロ
ックボルト11を装着し,作業者がドリルを手で操作し
て行う。そして,このロックボルト11は,図2に示す
ように法面1の安定化区域内に適宜の間隔をあけて,予
め埋め込んでおく。なお,その配置は樹木等を避けて行
うので,図示例のような格子状配置になるとは限らな
い。そして,各ロックボルト11の先端のビット11a
が掘削した穴1a内にグラウト材を充填する。
When constructing the stabilization method for the slope 1 using the bearing metal 10, first, the rock bolt 11 is inserted into the ground of the slope 1 as shown in FIGS. , The bit 11a at the tip thereof is fixed to the foundation bedrock 15.
In addition, the lock bolt 11 of the embodiment is
In order to facilitate the penetration work, the bolt pieces 11b having a length of, for example, 2 meters are sequentially connected by the coupler 11c by the required number according to the penetration depth. The lock bolt 11 is inserted by attaching the lock bolt 11 to a drill (not shown) and manually operating the drill. Then, as shown in FIG. 2, the lock bolts 11 are embedded in advance in the stabilization area of the slope 1 at appropriate intervals. Since the arrangement is performed while avoiding trees and the like, the arrangement is not necessarily the grid-like arrangement as shown in the figure. And the bit 11a at the tip of each lock bolt 11
Is filled with grout material.

【0015】次いで,各ロックボルト11の地上突出部
に前述の支圧金物10を短管13において嵌装する。こ
の作業は斜面での作業なので,支圧金物10の重量が重
いと作業が困難であるが,この鋼製の支圧金物10はそ
れほど重量を大とせずに済むので,人手による作業が可
能であり,作業性は良好である。次いで,この短管13
の上端から突出したロックボルト11に角座金20およ
びねじ付き球面座金21を介してナット22を螺合させ
る。なお,23は施工完了後にナット22の部分を保護
するために被せるキャップであり,ねじ付き座金21の
外面のねじ部に螺着される。
Next, the above-mentioned bearing metal 10 is fitted in the short pipe 13 to the above-ground protruding portion of each lock bolt 11. Since this work is performed on a slope, it is difficult to perform the work if the weight of the pressure bearing metal 10 is heavy. However, since the weight of the pressure bearing metal fixture 10 made of steel does not need to be so large, manual work is possible. Yes, workability is good. Then, this short pipe 13
The nut 22 is screwed into the lock bolt 11 protruding from the upper end of the through the square washer 20 and the threaded spherical washer 21. Reference numeral 23 denotes a cap that covers the nut 22 after the construction is completed, and is screwed onto the threaded portion of the outer surface of the threaded washer 21.

【0016】次いで,ナット22を締め付けて座金20
を押し下げると,ロックボルト11に緊張力が生じる同
時にこの緊張力を短管13において支圧金物10が受
け,接地板12にて法面1に伝達する。これにより地盤
支持力(支圧力)が得られる。この場合,図3に示すよ
うに,支圧金物10による地盤支持力が支圧金物端部か
ら例えば45°程度の角度で分布すると仮定すると,支
圧金物10の配置する間隔を適切に設定することで,基
礎岩盤15の上の地層16が有効に挟圧され,所望の地
盤支持力を確保することができる。なお,地盤支持力は
ロックボルト11の保有する抗張力によって異なるが,
例えば接地板12に接する地盤面には15〜50トン/
2 の地盤支持力を付与できる。
Then, the nut 22 is tightened to tighten the washer 20.
When is pushed down, a tension force is generated in the lock bolt 11, and at the same time, the tension force is received by the bearing metal 10 in the short pipe 13 and transmitted to the slope 1 by the ground plate 12. As a result, the ground supporting force (bearing pressure) is obtained. In this case, as shown in FIG. 3, assuming that the ground supporting force of the bearing metal 10 is distributed at an angle of, for example, about 45 ° from the end of the bearing metal 10, the intervals at which the bearing metal 10 is arranged are set appropriately. As a result, the formation 16 on the foundation bedrock 15 is effectively pinched, and a desired ground supporting force can be secured. The ground support force depends on the tensile strength of the lock bolt 11,
For example, 15 to 50 ton /
A ground supporting force of m 2 can be imparted.

【0017】さらに,前記支圧金物10による地盤支持
力を増大させるために,法面1上に所定間隔をもって配
置された複数の支圧金物10のうちの隣接する2つ以上
の支圧金物10相互間を脚板14に形成した切欠部14
aに通した例えば鋼線のワイヤ25で緊張連結する。こ
のワイヤ25は,図2において,例えばと等の2つ
の支圧金物10間を緊張連結する場合,ととと
等の4つの支圧金物10間を囲むように緊張連結する場
合,と等の対角線方向の2つの支圧金物10間を緊
張連結する場合等が考えられる。なお,鋼線のワイヤに
代えて,FRP(繊維強化プラスチック)等によるロー
プを用いることもできる。
Further, in order to increase the ground supporting force of the bearing metal 10, the two or more bearing metal members 10 adjacent to each other among the plurality of metal bearing members 10 arranged on the slope 1 at a predetermined interval. Notch 14 formed on the leg plate 14 between each other
Tension connection is made with a wire 25 of, for example, a steel wire passed through a. In FIG. 2, the wire 25 is used for tension connection between two pressure bearing members 10 such as and, and for tension connection surrounding four pressure bearing members 10 such as and. It is conceivable that the two bearing members 10 in the diagonal direction are tightly connected. Instead of the steel wire, a rope made of FRP (fiber reinforced plastic) or the like can be used.

【0018】ワイヤ25を緊張連結するさいのワイヤ両
端を結合する結合手段として,例えば図2のB部の詳細
を示す図6のごときワイヤクリップ26を用いるとよ
い。このワイヤクリップ26は,ワイヤクリップ本体2
7にあけた2つの穴27aにUボルト28の両側のねじ
部を通して,ワイヤクリップ本体27とUボルト28と
でワイヤ25の両端部を重ねて挟持し,Uボルト28の
ねじ部にナット29を螺合させ締め付けて,ワイヤ25
の両端を結合する。
As a connecting means for connecting both ends of the wire 25 when the wire 25 is connected by tension, for example, a wire clip 26 as shown in FIG. 6 showing details of the portion B of FIG. 2 may be used. This wire clip 26 is the wire clip body 2
The threaded portions on both sides of the U bolt 28 are passed through the two holes 27a formed in 7, and both ends of the wire 25 are sandwiched between the wire clip main body 27 and the U bolt 28 so that the nut 29 is attached to the threaded portion of the U bolt 28. Screw and tighten, wire 25
Join both ends of.

【0019】図7,図8に支圧金物の他の実施例を示
す。この実施例の支圧金物10’は,接地板12’が円
形である。その他の点は,図4,図5等に示した支圧金
物10と同じである。
7 and 8 show another embodiment of the bearing metal. In the bearing metal 10 'of this embodiment, the ground plate 12' is circular. The other points are the same as those of the bearing metal 10 shown in FIGS.

【0020】図9,図10に支圧金物のさらに他の実施
例を示す。この実施例の支圧金物10”は,接地板1
2”が十字形である。その他の点は,図4,図5等に示
した支圧金物10と同じである。
9 and 10 show another embodiment of the bearing metal. The pressure bearing metal 10 ″ of this embodiment is the ground plate 1
2 "is a cross. Other points are the same as those of the pressure bearing metal 10 shown in FIGS.

【0021】なお,図示は省略するが,支圧金物10,
10’,10”(以下では10で代表する)の接地板1
2,12’,12”(以下12で代表する)に多数の貫
通穴を設けることが考えられる。この場合,接地板12
に複数の貫通孔をあけた分だけさらに支圧金物10の軽
量化を実現することができる。また,法面1に設置した
後,接地板12の貫通孔から植物が生長することがで
き,支圧金物10の設置面自体をも植生域として機能さ
せることができる。
Although not shown, the pressure bearing metal 10,
10 ', 10 "(hereinafter represented by 10) ground plate 1
It is conceivable to provide a large number of through holes in 2, 12 ', 12 "(hereinafter represented by 12). In this case, the ground plate 12
Further, the weight of the bearing metal 10 can be further reduced by the number of the through holes. In addition, after being installed on the slope 1, plants can grow from the through holes of the ground plate 12, and the installation surface of the pressure support metal 10 itself can also function as a vegetation area.

【0022】また,ロックボルト11に螺合させたナッ
ト22の締め付け力を受ける座金は,短管13にその締
め付け力を伝えることができればよく,必ずしも別部材
であるものに限定されない。例えば,短管13の上端に
溶接固定したもの又はナット自体に溶接固定したもので
もよいし,さらには,ナットの外径が短管13の外径よ
り大きい場合にナットを直接短管13の上端面に接触さ
せることを除外するものではない。
The washer receiving the tightening force of the nut 22 screwed into the lock bolt 11 is not limited to a separate member as long as it can transmit the tightening force to the short pipe 13. For example, it may be fixed to the upper end of the short pipe 13 by welding, or may be fixed to the nut itself by welding. Furthermore, when the outer diameter of the nut is larger than the outer diameter of the short pipe 13, the nut is placed directly on the short pipe 13. It does not exclude contacting the end faces.

【0023】また,本発明は地中に貫入されてアンカー
機能を果たす引張り部材としてロックボルトを用いた
が,単なるPC鋼棒を用いることもできる。また,図1
1に示した従来例と同様に,アンカー体を先端に設けた
アンカーロープまたはアンカーロッドを用いることも可
能である。この場合,アンカーロープとして,鋼線など
のワイヤに限らず,FRPのロープ等を用いることもで
きる。
Further, in the present invention, the lock bolt is used as the tension member which penetrates into the ground and performs the anchor function, but it is also possible to use a simple PC steel rod. Also, FIG.
Similarly to the conventional example shown in FIG. 1, it is possible to use an anchor rope or anchor rod having an anchor body at the tip. In this case, the anchor rope is not limited to a wire such as a steel wire, but an FRP rope or the like can be used.

【0024】[0024]

【発明の効果】本発明の支圧金物は鋼製であり,中央に
孔をあけた接地板,接地板の中央の短管,補強用の脚板
からなる構造なので,必要な強度を有しながら十分軽量
化された支圧金物を得ることができ,傾斜面で行う施工
現場の作業が極めて容易になる。
The bearing metal of the present invention is made of steel and has a structure including a grounding plate having a hole in the center, a short pipe in the center of the grounding plate, and a leg plate for reinforcement. It is possible to obtain a sufficiently lightweight bearing metal, which makes it extremely easy to perform work on a construction site on an inclined surface.

【0025】請求項2によれば,接地板に複数の貫通孔
をあけた分だけさらに支圧金物の軽量化を実現すること
ができる。また,法面に設置した後,接地板の貫通孔か
ら植物が生長することができ,支圧金物の設置面自体を
も植生域として機能させることができる。
According to the second aspect, the weight of the bearing metal can be further reduced by the amount of the plurality of through holes formed in the ground plate. In addition, after the plant is installed on the slope, the plant can grow from the through hole of the ground plate, and the installation surface itself of the bearing metal can also function as a vegetation area.

【0026】請求項3の支圧金物は,これを請求項5の
工法のように用いるが,ワイヤを短管下部にある脚板の
切欠部に通し短管の外周面をめぐらせて支圧金物相互間
を緊張連結することができるので,そのワイヤリング作
業が容易であり,かつワイヤを滑らかに緊張させること
ができる。また,ワイヤには,例えば接地板にあけた穴
に通す等の場合のような苛酷が集中荷重が加わることが
なく,ワイヤ破断等のおそれはない。また,ワイヤによ
る緊張力は短管にすなわち支圧金物の中心部に作用する
ので,支圧金物を斜めに起こしてしまうようなモーメン
トを発生させることがなく,支圧金物相互間をワイヤで
緊張連結することの所望の効果を適切に実現することが
できる。また,ワイヤを通す切欠部が短管と接地板との
当接部分(すなわち接地板に接する低い位置)にあるこ
とも,支圧金物を起こすようなモーメントを発生させな
いために有効である。
The bearing metal according to claim 3 is used as in the construction method according to claim 5, but the wire is passed through the notch of the leg plate at the lower part of the short pipe to surround the outer peripheral surface of the short pipe. Since they can be connected to each other by tension, the wiring work is easy and the wire can be tensioned smoothly. In addition, the wire is not subject to a concentrated load, such as when it is passed through a hole formed in the ground plate, and there is no risk of the wire breaking. In addition, since the tension force of the wire acts on the short pipe, that is, at the center of the bearing metal, the tension between the bearing metal components is not tightened by the wire. The desired effect of coupling can be appropriately realized. It is also effective that the notch through which the wire passes is located at the contact portion between the short pipe and the ground plate (that is, at a low position where it contacts the ground plate) so as not to generate a moment that causes a bearing metal.

【0027】請求項4のように,基礎岩盤に先端を定着
させたロックボルトに支圧金物を嵌装し,短管から突出
したロックボルトに座金を介してナットを螺合させ締め
付けるするという工法は,支圧金物が軽量であることと
もに,ナットの締め付け作業を若干高い位置で行うこと
ができることなどから,作業性が良好である。また,短
管の内径を若干大きめにしておくことでロックボルトの
法面への貫入角度に一定の許容範囲を与えることがで
き,かつその一定許容範囲内では接地板に平均化した地
盤支持力を与えることができる。このように,請求項4
の工法は,本発明の支圧金物の機能をきわめて有効に生
かすことができる。
According to a fourth aspect of the present invention, a bearing metal is fitted to a rock bolt whose tip is fixed to the foundation rock, and a nut is screwed through a washer to the lock bolt protruding from the short pipe and tightened. Has good workability because the bearing metal is lightweight and the nut tightening work can be performed at a slightly higher position. Also, by making the inner diameter of the short pipe a little larger, a certain allowable range can be given to the penetration angle of the rock bolt to the slope, and within the certain allowable range, the ground bearing force averaged to the ground plate Can be given. Thus, claim 4
This construction method can make the most of the function of the bearing metal support of the present invention.

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

【図1】本発明の一実施例の法面安定化工法用の支圧金
物を用いた法面安定化工法を示す断面図である。
FIG. 1 is a cross-sectional view showing a slope stabilization method using a bearing metal for a slope stabilization method according to an embodiment of the present invention.

【図2】図1の法面安定化工法を施工した法面安定化区
域の平面図である。
FIG. 2 is a plan view of a slope stabilization area where the slope stabilization method of FIG. 1 is applied.

【図3】図2におけるA−A断面図である。FIG. 3 is a sectional view taken along line AA in FIG. 2;

【図4】図1における支圧金物の平面図である。FIG. 4 is a plan view of the bearing member in FIG.

【図5】図4の正面図である。FIG. 5 is a front view of FIG. 4;

【図6】図2のB部分のワイヤ連結部の詳細を示すもの
で,(イ)はワイヤクリップの正面図,(ロ)は同分解
図である。
6A and 6B show details of a wire connecting portion of a portion B in FIG. 2, where (A) is a front view of the wire clip and (B) is an exploded view thereof.

【図7】本発明の法面安定化工法用の支圧金物の他の実
施例を示す平面図である。
FIG. 7 is a plan view showing another embodiment of the bearing metal for the slope stabilizing method of the present invention.

【図8】図7の平面図である。FIG. 8 is a plan view of FIG. 7;

【図9】本発明の法面安定化工法用の支圧金物のさらに
他の実施例を示す平面図である。
FIG. 9 is a plan view showing still another embodiment of a bearing metal for a slope stabilizing method according to the present invention.

【図10】図9の正面図である。FIG. 10 is a front view of FIG. 9;

【図11】従来の法面安定化工法用の支圧金物および法
面安定化工法を説明する図である。
FIG. 11 is a diagram for explaining a bearing material for a conventional slope stabilization method and a slope stabilization method.

【符号の説明】[Explanation of symbols]

1 法面 10 法面安定化工法用の支圧金物 11 ロックボルト(引張り部材) 11a ビット 12 接地板 12a 孔 13 短管 14 脚板 14a 切欠部 15 基礎岩盤 20 角座金 21 ねじ付き座金 22 ナット 25 ワイヤ 26 ワイヤクリップ 1 Slope 10 Bearing material for slope stabilization method 11 Rock bolt (tensile member) 11a Bit 12 Ground plate 12a Hole 13 Short pipe 14 Leg plate 14a Notch 15 Foundation rock 20 Square washer 21 Screw washer 22 Nut 25 Wire 26 wire clips

Claims (5)

【特許請求の範囲】[Claims] 【請求項1】 地中に貫入されてアンカー機能を果たす
引張り部材の地上突出部に装着され,前記引張り部材に
与えた緊張力を法面に伝達して法面の安定化を行う法面
安定化工法用の支圧金物であって,鋼製の接地板の中央
部に前記引張り部材を貫通させることができる孔を設け
るとともに鋼製の短管を立設固定し,前記接地板上面と
短管外周面との間に両者に垂直に当接し接合される鋼製
の補強用の脚板を設けたことを特徴とする法面安定化工
法用の支圧金物。
1. A slope stabilization, which is attached to a ground protrusion of a tension member that penetrates into the ground and performs an anchor function, and transmits the tension applied to the tension member to the slope to stabilize the slope. A bearing metal for a chemical engineering method, in which a hole through which the tensile member can penetrate is provided at the center of a steel grounding plate and a steel short pipe is vertically installed and fixed to the upper surface of the grounding plate. A bearing metal for a slope stabilization method, characterized in that a reinforcing leg plate made of steel, which is vertically abutted against and joined to the outer peripheral surface of the pipe, is provided.
【請求項2】 前記接地板に複数の貫通孔を設けたこと
を特徴とする請求項1記載の法面安定化工法用の支圧金
物。
2. The bearing metal for a slope stabilizing method according to claim 1, wherein the ground plate is provided with a plurality of through holes.
【請求項3】 前記接地板と短管との当接部分の脚板に
切欠部を設けたことを特徴とする請求項1記載の法面安
定化工法用の支圧金物。
3. A bearing metal for a slope stabilizing method according to claim 1, wherein a notch is provided in a leg plate at a contact portion between the ground plate and the short pipe.
【請求項4】 請求項1記載の支圧金物を用いて行う法
面安定化工法であって,ロックボルトを法面の地中に貫
入させてその先端部を基礎岩盤に定着させ,該ロックボ
ルトの地上突出部に前記支圧金物を嵌装し,この支圧金
物の短管の上端から突出したロックボルトに座金を介し
てナットを螺合させ締め付けて当該ロックボルトに緊張
力を与え,この緊張力を地盤支持力として受ける支圧金
物により法面を安定化することを特徴とする法面安定化
工法。
4. A slope stabilization method using the bearing metal according to claim 1, wherein the rock bolt is penetrated into the ground of the slope to fix the tip of the lock bolt to the foundation rock, and the lock is secured. The support metal fitting is fitted to the above-ground protruding portion of the bolt, and the lock bolt protruding from the upper end of the short pipe of the support metal is screwed with a nut through a washer to tighten it to give a tension force to the lock bolt. A slope stabilization method characterized in that the slope is stabilized by a bearing metal that receives this tension as ground support force.
【請求項5】 法面の安定化区域内に適宜の間隔をあけ
て配置された複数の支圧金物のうちの隣接する2つ以上
の支圧金物相互間を,支圧金物の接地板と短管との当接
部分の脚板に設けた切欠部に通したワイヤで緊張連結す
ることを特徴とする請求項4記載の法面安定化工法。
5. The ground plate of the bearing metal is provided between two or more adjacent bearing hardware of a plurality of bearing hardware arranged at appropriate intervals in the stabilization area of the slope. 5. The slope stabilization method according to claim 4, wherein the slope stabilization method is performed by tensioning the wire with a wire passing through a notch provided in a leg plate at a contact portion with the short pipe.
JP7293548A 1995-10-17 1995-10-17 Bearing metal for slope stabilization and slope stabilization Expired - Lifetime JP3033678B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP7293548A JP3033678B2 (en) 1995-10-17 1995-10-17 Bearing metal for slope stabilization and slope stabilization

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP7293548A JP3033678B2 (en) 1995-10-17 1995-10-17 Bearing metal for slope stabilization and slope stabilization

Publications (2)

Publication Number Publication Date
JPH09111761A true JPH09111761A (en) 1997-04-28
JP3033678B2 JP3033678B2 (en) 2000-04-17

Family

ID=17796186

Family Applications (1)

Application Number Title Priority Date Filing Date
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Country Status (1)

Country Link
JP (1) JP3033678B2 (en)

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2002038477A (en) * 2000-07-23 2002-02-06 Okabe Co Ltd Stabilizing method for slope face
JP2007262734A (en) * 2006-03-28 2007-10-11 Nippon Steel & Sumikin Metal Products Co Ltd Slope stabilizing method
KR100862387B1 (en) * 2008-04-02 2008-10-13 주식회사 신도이엔아이 Tensional kit for top-down constructing of acupressure lasting anchor and top-down constructing method of acupressure lasting anchor using this
JP2010242289A (en) * 2009-03-31 2010-10-28 Mitani Sekisan Co Ltd Pile cap and joint structure of pile cap and pile head
KR20140017599A (en) * 2011-04-12 2014-02-11 그리플 리미티드 Ground stabilising device
JP2017008510A (en) * 2015-06-18 2017-01-12 丈示 嶋 Connection structure of strut for bearing hardware and installation structure of fence body
CN109555121A (en) * 2017-09-25 2019-04-02 中石化重型起重运输工程有限责任公司 Gate type hydraulic lifting system new earth anchor

Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2002038477A (en) * 2000-07-23 2002-02-06 Okabe Co Ltd Stabilizing method for slope face
JP2007262734A (en) * 2006-03-28 2007-10-11 Nippon Steel & Sumikin Metal Products Co Ltd Slope stabilizing method
KR100862387B1 (en) * 2008-04-02 2008-10-13 주식회사 신도이엔아이 Tensional kit for top-down constructing of acupressure lasting anchor and top-down constructing method of acupressure lasting anchor using this
JP2010242289A (en) * 2009-03-31 2010-10-28 Mitani Sekisan Co Ltd Pile cap and joint structure of pile cap and pile head
KR20140017599A (en) * 2011-04-12 2014-02-11 그리플 리미티드 Ground stabilising device
JP2014515065A (en) * 2011-04-12 2014-06-26 グリップル・リミテッド Ground stabilization device
JP2017048678A (en) * 2011-04-12 2017-03-09 グリップル・リミテッドGripple Limited Ground surface stabilizer
JP2017008510A (en) * 2015-06-18 2017-01-12 丈示 嶋 Connection structure of strut for bearing hardware and installation structure of fence body
CN109555121A (en) * 2017-09-25 2019-04-02 中石化重型起重运输工程有限责任公司 Gate type hydraulic lifting system new earth anchor

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