JPH1121886A - Block for stabilizing material ground slope, and structure of part coupling with anchor for fixing the block to natural ground - Google Patents

Block for stabilizing material ground slope, and structure of part coupling with anchor for fixing the block to natural ground

Info

Publication number
JPH1121886A
JPH1121886A JP18226797A JP18226797A JPH1121886A JP H1121886 A JPH1121886 A JP H1121886A JP 18226797 A JP18226797 A JP 18226797A JP 18226797 A JP18226797 A JP 18226797A JP H1121886 A JPH1121886 A JP H1121886A
Authority
JP
Japan
Prior art keywords
block
anchor
ground
pedestal
support
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
JP18226797A
Other languages
Japanese (ja)
Other versions
JP3895832B2 (en
Inventor
Shinkichi Ooka
伸吉 大岡
Mitsuyoshi Cho
満良 張
Hisashi Kitajima
恒 喜多島
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.)
TOA GURAUTO KOGYO KK
Toa Grout Kogyo Co Ltd
Original Assignee
TOA GURAUTO KOGYO KK
Toa Grout Kogyo 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 TOA GURAUTO KOGYO KK, Toa Grout Kogyo Co Ltd filed Critical TOA GURAUTO KOGYO KK
Priority to JP18226797A priority Critical patent/JP3895832B2/en
Publication of JPH1121886A publication Critical patent/JPH1121886A/en
Application granted granted Critical
Publication of JP3895832B2 publication Critical patent/JP3895832B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Abstract

PROBLEM TO BE SOLVED: To produce a lightweight block for stabilizing the slope of a natural ground without degrading the strength. SOLUTION: A supporting pedestal 6 is fitted in a slope stabilizing block 1 in the coupling part with the top of an anchor 3 fixed into the ground, and the outside surface 6b of the pedestal in tight contact with the block 1 has a taper thinning toward the tip in the direction of the natural ground G while the inside surface of the pedestal 6 works together with a pressure bearing member 7 to support the top of the anchor so that its tension is transmitted to the pedestal 6 through the pressure bearing member 7, and the load applied to the pedestal 6 is dispersed into force directed approx. in the perpendicular direction from the tapered peripheral surface 6b and is borne by the block 1. The pedestal 6 is arranged as extending to the oversurface of the block 1 or near thereto.

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、地山斜面の安定化
のために同斜面に固定的に設置されるブロックに関する
ものであり、特に、このブロックを地山に固定的に支持
するために地山に定着されたアンカーと、ブロックとの
結合部の構造に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a block which is fixedly installed on a ground slope for stabilizing the slope, and more particularly to a block which is fixedly supported on the ground. The present invention relates to a structure of a connecting portion between an anchor fixed to the ground and a block.

【0002】[0002]

【従来の技術】地山斜面安定化のために使用されるブロ
ックは、例えば特開平6−17425号公報に示されて
いるものが公知である。この公知のブロックは図7に示
すように、同ブロック1中央部に設けたアンカーとの結
合部2に、上下に順に凹陥部2a、テーパー孔2b及び
透孔2cを有しており、下方へ向かって先細りのテーパ
ー孔2bは円錐筒状補強材2dの内周面によって形成さ
れている。テーパー孔2bには、この孔と実質的に同じ
テーパーを有する外周面を持つ截頭円錐台状のアンカー
頭部用支圧盤体2eが嵌め込まれている。
2. Description of the Related Art A block used for stabilizing a mountain slope is disclosed in, for example, Japanese Patent Application Laid-Open No. 6-17425. As shown in FIG. 7, this known block has a concave portion 2a, a tapered hole 2b, and a through hole 2c in an upper and lower portion in a connecting portion 2 with an anchor provided in a central portion of the block 1, and a downward direction. The tapered hole 2b which tapers toward the bottom is formed by the inner peripheral surface of the conical tubular reinforcing member 2d. In the tapered hole 2b, a truncated conical anchor head support plate 2e having an outer peripheral surface having substantially the same taper as this hole is fitted.

【0003】地山Gへのアンカー3の定着は、地山Gを
切り取って形成した設置面G1から地中へ向けて、ボー
リングマシーン等の穿孔機によってアンカー孔G3を削
孔し、次いでアンカー3をアンカー孔G3に挿入し、ア
ンカー基部3bをアンカー孔G3内に注入したセメント
等の固結材3cによって固定することによって達成され
る。
The anchor 3 is fixed to the ground G by drilling an anchor hole G3 from a mounting surface G1 formed by cutting the ground G into the ground by using a boring machine such as a boring machine. Is inserted into the anchor hole G3, and the anchor base 3b is fixed by a cementing material 3c such as cement injected into the anchor hole G3.

【0004】ブロック1を地山設置面に固定的に設置す
るには、定着したアンカー3に適合するようにブロック
を設置面G1上の所定の位置に配置し、次にアンカー3
の上端部を、透孔2c、及びテーパー孔2b内の支圧盤
体2dに設けた孔を通してその上方へ突き出させ、突き
出したアンカー上端部を所定の牽引装置で牽引してアン
カーを緊張し、その状態でアンカー上端部を掴み部材4
で掴み、且つ締付け手段5を操作して掴み部材4を支圧
盤体2dに対して押し付け、それによってアンカーの緊
張力をブロック1に伝えてブロックを設置面G1に対し
て押し付けて固定するものである。
[0004] In order to fix the block 1 on the ground mounting surface, the block is arranged at a predetermined position on the mounting surface G1 so as to conform to the anchor 3 to which the anchor 3 has been fixed.
Is projected upward through a hole provided in the through-hole 2c and the pressure plate 2d in the tapered hole 2b, and the projected upper end of the anchor is pulled by a predetermined traction device to tension the anchor. In the state, grip the upper end of the anchor member 4
The gripping member 4 is pressed against the supporting plate 2d by operating the tightening means 5, whereby the tension of the anchor is transmitted to the block 1 and the block is pressed against the installation surface G1 to be fixed. is there.

【0005】[0005]

【発明が解決しようとする課題】このようにブロックと
アンカーとの結合部を構成することにより、アンカーか
ら結合部へもたらされる荷重は、アンカー上端部用支圧
盤体2dから円錐筒状補強材2eへ伝達され、次いで同
補強材からブロック内へ分散されるので、ブロックの一
部分に荷重が集中することを防止でき、その結果ブロッ
クの厚さを薄くすることができる。しかしながら、ブロ
ックの厚さを更に薄くできれば、ブロックの製造コス
ト、運搬費用などをより低減することができ、取扱もよ
り容易になる。
By constructing the joint between the block and the anchor in this way, the load applied from the anchor to the joint can be reduced from the support plate 2d for the upper end of the anchor to the conical tubular reinforcing member 2e. And then dispersed from the reinforcement into the block, preventing the load from concentrating on a portion of the block, thereby reducing the thickness of the block. However, if the thickness of the block can be further reduced, the manufacturing cost, transportation cost, and the like of the block can be further reduced, and handling becomes easier.

【0006】本発明の課題は、上記のような結合部構造
を改良してブロックの厚さを更に薄くできるようにする
ことである。
[0006] It is an object of the present invention to improve the above-mentioned joint structure so that the thickness of the block can be further reduced.

【0007】[0007]

【課題を解決するための手段】請求項1に記載の発明に
よれば、上記課題は次のようにして解決される。即ち、
安定化すべき地山の設置面に定置されるブロックと、こ
のブロックを固定的に支持するために地中に定着された
アンカーの上端部との結合部においてブロックに嵌め込
まれた支持台座を有し、ブロックと密接しているこの支
持台座の外周面が地山方向に先細りのテーパー形状を有
していると共に支持台座の内周側がアンカー上端部を支
持する支圧盤体と共同し、それによってアンカーの緊張
力を支圧盤体を介して支持台座に伝達し、支持台座にも
たらされる荷重をそのテーパー形状外周面から略直角方
向に向かう力に分散してブロックに受け持たせるように
した結合部構造において、上記の支持台座がブロックの
上面もしくはその近傍に至る範囲まで延びているように
する。
According to the first aspect of the present invention, the above object is attained as follows. That is,
It has a block that is fixed on the installation surface of the ground to be stabilized, and a support pedestal that is fitted into the block at a joint between the block and an upper end of an anchor fixed in the ground to fixedly support the block. The outer peripheral surface of the support pedestal, which is in close contact with the block, has a tapered shape tapering in the ground direction, and the inner peripheral side of the support pedestal cooperates with the supporting plate supporting the upper end portion of the anchor, thereby providing the anchor. Joint structure that transmits the tension of the pedestal to the support pedestal via the support plate, and distributes the load applied to the support pedestal to the force directed in a direction substantially perpendicular from the tapered outer peripheral surface to the block. In the above, the support pedestal extends to a range reaching the upper surface of the block or its vicinity.

【0008】この構成によれば、支持台座から加えられ
る荷重がブロックの厚さ全体に分散し、ブロックの厚さ
をこれまでより薄くしても充分耐力を有するという作用
効果が得られる。
According to this structure, the load applied from the support pedestal is dispersed over the entire thickness of the block, and a sufficient effect is obtained even if the thickness of the block is made thinner than before.

【0009】請求項2に記載の発明によれば、上記支圧
盤体と支持台座とが一体的に形成されているので、部品
点数が少なくなり、部品の調達及び管理が容易となり、
また運搬にも有利である。
According to the second aspect of the present invention, since the supporting plate and the support base are integrally formed, the number of parts is reduced, and the procurement and management of parts are facilitated.
It is also advantageous for transportation.

【0010】請求項3に記載の発明によれば、上記支持
台座の上縁部にフランジが設けてあり、このフランジが
ブロック上面に載置されているので、フランジからも荷
重がブロックへ伝達分散される。
According to the third aspect of the present invention, a flange is provided on the upper edge of the support pedestal, and this flange is mounted on the upper surface of the block. Is done.

【0011】請求項4に記載の発明によれば、上記支持
台座の内周側に地山方向に先細りのテーパー孔が設けて
あり、このテーパー孔にアンカー上端部を支持する支圧
盤体が嵌合しているので、支圧盤体を担持すべき荷重に
応じた適当な厚さ寸法のものを選択して使用することが
できる。
According to the fourth aspect of the present invention, a tapered hole tapered in the ground direction is provided on the inner peripheral side of the support pedestal, and the supporting plate supporting the upper end portion of the anchor fits into this tapered hole. Therefore, a material having an appropriate thickness according to the load to support the supporting plate can be selected and used.

【0012】請求項5に記載の発明によれば、支圧盤体
上に突出するアンカー上端部が支持台座の上縁より内側
に配置されているので、落石などから、アンカー上端部
を掴み且つ支える部材を保護するという効果が併せて得
られる。
According to the fifth aspect of the present invention, since the upper end of the anchor projecting above the supporting plate is disposed inside the upper edge of the support pedestal, the upper end of the anchor is grasped and supported from falling rocks. The effect of protecting the member is also obtained.

【0013】[0013]

【発明の実施の形態】図1は本発明が適用されるブロッ
クの1例を平面図で示しており、同ブロック1は中央部
1aから四方へ延びる脚部1bを有する十字形を呈し、
底部は上記の字山設置面G1に接触するように平坦面と
なっている。中央部1aには上記のアンカー3との結合
部2が設けてある。
FIG. 1 is a plan view showing an example of a block to which the present invention is applied. The block 1 has a cross shape having legs 1b extending in four directions from a central portion 1a.
The bottom is a flat surface so as to come into contact with the above-mentioned ridge installation surface G1. The central portion 1a is provided with a connecting portion 2 to the anchor 3 described above.

【0014】図1のA−A線での拡大尺断面図である図
2は、本発明の結合部構造の一実施形態を示しており、
図中6は結合部2においてブロック1内に埋設された、
または嵌め込まれた支持台座であって、この支持台座6
はブロック1の底面1cの方向即ち地山方向に先細りの
テーパー形状を呈する外周面6bを有しており、この外
周面はブロック1の上面1dまで、若しくはその近傍ま
で延びている。この外周面は、図示のように平滑なテー
パー面であることが好ましいが、凹凸があっても全体的
にテーパー状になっていればよい。
FIG. 2 is an enlarged sectional view taken along the line AA of FIG. 1 and shows one embodiment of the connecting portion structure of the present invention.
In the figure, 6 is embedded in the block 1 at the joint 2,
Or a support pedestal fitted into the support pedestal 6
Has an outer peripheral surface 6b having a tapered shape in the direction of the bottom surface 1c of the block 1, that is, the ground direction, and the outer peripheral surface extends to the upper surface 1d of the block 1 or to the vicinity thereof. The outer peripheral surface is preferably a smooth tapered surface as shown in the figure, but it is sufficient if the entire outer peripheral surface is tapered even if it has irregularities.

【0015】支持台座6の下部は支圧盤体7となされて
おり、この支圧盤体にはアンカー3挿通用の孔7aが設
けてあり、また支圧盤体の上面はアンカー上端部掴み手
段を支持するように平坦になされている。
A lower portion of the support base 6 is formed as a support plate 7, which is provided with a hole 7a for inserting the anchor 3, and an upper surface of the support plate supports an upper end gripping means of the anchor. It has been made flat.

【0016】支圧盤体7の下方には、ブロック1内に透
孔8が設けており、この透孔は補強スリーブ8aによっ
て保護されている。上記のアンカー挿通用孔7aと透孔
8aとは連通しており、アンカー上端部がこれら連通孔
を通って支圧盤体7の上方へ突出するのを許容してい
る。なお、図2中、1eはPSコンクリート製ブロック
1中に配されている鋼線または鋼棒である。場合によっ
ては、透孔8の長さ部分に相当するブロック部分を廃し
て、従って透孔8を設けずに支持台座6の最下端とブロ
ック底面とを同じレベルにしてもよい。その場合、もち
ろん、ブロック中の鋼線または鋼棒は支持台座6の最下
部より上の位置に配置されることになる。
A through hole 8 is provided in the block 1 below the support plate 7, and the through hole is protected by a reinforcing sleeve 8a. The anchor insertion hole 7a and the through hole 8a communicate with each other, and the upper end of the anchor is allowed to protrude above the pressure platen 7 through these communication holes. In FIG. 2, reference numeral 1e denotes a steel wire or a steel rod disposed in the PS concrete block 1. In some cases, the block portion corresponding to the length of the through hole 8 may be omitted, so that the lowermost end of the support base 6 and the block bottom surface may be at the same level without providing the through hole 8. In that case, of course, the steel wire or the steel bar in the block will be arranged at a position above the lowermost part of the support base 6.

【0017】支圧盤体7の上方に突出したアンカー上端
部を掴むための上記の手段は、例えば特開昭51−14
1440号公報に示されている公知手段であって、この
手段は、くさび4aを打ち込むことによってアンカー上
端部3aと結合されたコーン4と、このコーンの外周面
に形成された雄ネジに螺合する締め付け用ナット5とを
有しており、この締め付け用ナットはアンカーの締め付
け力によって支圧盤体7の上面に押し当てられている。
それによってブロックは地山設置面上に押し当てられ固
定的に設置される。長期間経過後にアンカーの緊張が緩
んだときには、コーン4の外周面に設けた雄ネジにジャ
ッキ等の緊張工具に設けた雌ネジ部材を螺合し、緊張工
具を作動させてコーン4に結合されたアンカー3を牽引
し、その際にコーン4と一体的に引かれて支圧盤体7か
ら浮いた状態になる締め付け用ナット5をコーンに対し
て回して支圧盤体方向へ移動させ、接触後に緊張工具に
よる牽引を解除するものである。
The above-mentioned means for gripping the upper end of the anchor projecting upward from the support plate 7 is disclosed in, for example,
No. 1440 discloses a known means, which is screwed into a cone 4 connected to an anchor upper end 3a by driving a wedge 4a, and a male screw formed on an outer peripheral surface of the cone. And a tightening nut 5 which is pressed against the upper surface of the supporting plate 7 by the tightening force of the anchor.
As a result, the block is pressed against the ground mounting surface and is fixedly installed. When the tension of the anchor is relaxed after a long period of time, a female screw member provided on a tensioning tool such as a jack is screwed into a male screw provided on the outer peripheral surface of the cone 4, and the tensioning tool is operated to be connected to the cone 4. The anchor 3 is pulled, and at this time, the tightening nut 5 which is pulled integrally with the cone 4 and floats from the supporting plate body 7 is turned toward the cone to move in the direction of the supporting plate body. This is to release the traction by the tensioning tool.

【0018】このようにしてブロックを地山に押し付け
て固定した結果アンカー3に発生する張力ないし荷重
は、支圧盤体7を介して支持台座6へ伝達され、更にブ
ロックへ伝達されるが、支持台座6からブロック1への
荷重の伝達は支持台座のテーパー形状外周面全面からブ
ロック1の軸線に対して斜めの方向へ行われ、したがっ
てブロックは荷重を広い範囲に分散して受け止めること
になり、特に支持台座のテーパー形状外周面がブロック
1の上面1d若しくはその近傍まで延びているために、
荷重が効果的にブロック内に分散され、ブロック厚を薄
くしても、必要な荷重に対応できるものである。
The tension or load generated in the anchor 3 as a result of pressing and fixing the block against the ground in this manner is transmitted to the support pedestal 6 via the supporting plate 7 and further transmitted to the block. The transmission of the load from the pedestal 6 to the block 1 is performed in a direction oblique to the axis of the block 1 from the entire tapered outer peripheral surface of the support pedestal, so that the block receives the load in a wide range, In particular, since the tapered outer peripheral surface of the support base extends to the upper surface 1d of the block 1 or its vicinity,
The load is effectively dispersed in the block, and can cope with a required load even if the block thickness is reduced.

【0019】図3は、支持台座6の内周側に地山方向に
先細りのテーパー孔6aが設けてあり、このテーパー孔
に円錐台形状の支圧盤体7が嵌合している実施形態を示
している。支圧盤体7は、ほぼ支持台座6下端から上端
までの厚さを有しており、そのため、ナットeから支圧
盤体7に伝達される荷重は支持台盤6のテーパー孔6a
の全面に均一に伝えられ、ブロック内へ分散されるの
で、大荷重に耐える構成となっている。
FIG. 3 shows an embodiment in which a tapered hole 6a tapered in the ground direction is provided on the inner peripheral side of the support base 6, and a truncated conical pressure platen 7 is fitted into this tapered hole. Is shown. The support plate 7 has a thickness substantially from the lower end to the upper end of the support pedestal 6. Therefore, the load transmitted from the nut e to the support plate 7 is a tapered hole 6 a of the support base 6.
It is transmitted uniformly over the entire surface of the block and is dispersed into the block, so that it is configured to withstand a large load.

【0020】図4は、支持台座6の上縁部にフランジ6
cを設け、このフランジをブロック1の上面に載置し、
このフランジからもブロックに向けて荷重を分散させる
実施形態を示し、それと共に図3に示した実施形態にお
ける支圧盤体7を支持台座6のテーパー孔6aの上半部
で支持するようにした場合の態様を示している。
FIG. 4 shows a state in which the upper edge of the support base 6 has a flange 6.
c, this flange is placed on the upper surface of the block 1,
An embodiment in which the load is distributed also from the flange toward the block is shown, and the supporting platen 7 in the embodiment shown in FIG. 3 is supported by the upper half of the tapered hole 6a of the support base 6 together with the flange. Is shown.

【0021】図5は、支持台座6がフランジ6aを有す
る構成において、支圧盤体7をテーパー孔6aの中間部
分で支持すると共に、アンカー頭部及び同頭部を保持す
る手段、即ちコーン4及びナット5もテーパー孔6a内
に納め、それによってアンカー上端部及びその保持部材
を落石等から保護する効果を併せ持たせるようにした実
施形態を示している。
FIG. 5 shows a structure in which the supporting pedestal 6 has the flange 6a and the support plate 7 is supported by the intermediate portion of the tapered hole 6a, and the anchor head and the means for holding the same, that is, the cone 4 and An embodiment is shown in which the nut 5 is also housed in the tapered hole 6a, thereby having the effect of protecting the upper end of the anchor and its holding member from falling rocks and the like.

【0022】図6は、図3に示した実施形態において、
支圧盤体7の上面にアンカー頭部保持手段を納めるため
の凹陥部7bを設け、この保持手段を保護するようにし
た実施形態を示すものである。
FIG. 6 shows the embodiment shown in FIG.
This embodiment shows an embodiment in which a concave portion 7b for accommodating the anchor head holding means is provided on the upper surface of the support plate body 7 to protect the holding means.

【0023】[0023]

【発明の効果】本発明は、以上説明したように構成され
ているので、ブロックはその厚さが薄くても所要の強度
を得ることかでき、従ってコンクリート材料の使用量を
少なくすることができるので、製造コストが下がり、ま
た軽量化されるので、工場生産品であるブロックを現場
へ搬送するための経費及び現場での運搬及び取扱経費が
下がり、経済的なブロックが得られるという効果をもた
らすものである。
According to the present invention, as described above, the required strength can be obtained even if the block has a small thickness, so that the amount of the concrete material used can be reduced. Therefore, the manufacturing cost is reduced and the weight is reduced, so that the cost for transporting the block, which is a factory-produced product, to the site and the cost of transport and handling at the site are reduced, and an effect is obtained that an economical block can be obtained. Things.

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

【図1】本発明が適用されるブロックの1例を示す平面
図である。
FIG. 1 is a plan view showing an example of a block to which the present invention is applied.

【図2】本発明の結合部構造の1実施形態を図1中のA
−A線に沿って切断した状態で示す拡大尺断面図であ
る。
FIG. 2 shows one embodiment of a joint structure according to the present invention as A in FIG.
It is an expanded scale sectional view shown in the state cut along the -A line.

【図3】本発明の他の実施形態を示す、図1と同様の断
面図である。
FIG. 3 is a cross-sectional view similar to FIG. 1, illustrating another embodiment of the present invention.

【図4】本発明の更に他の実施形態を示す、図1と同様
の断面図である。
FIG. 4 is a cross-sectional view similar to FIG. 1, but showing still another embodiment of the present invention.

【図5】本発明の更に他の実施形態を示す、図1と同様
の断面図である。
FIG. 5 is a sectional view similar to FIG. 1, but showing still another embodiment of the present invention.

【図6】本発明の更に他の実施形態を示す、図1と同様
の断面図である。
FIG. 6 is a cross-sectional view similar to FIG. 1, but showing still another embodiment of the present invention.

【図7】従来の結合部構造を地山に設置した状態のブロ
ックの中央縦断面で示す図である。
FIG. 7 is a diagram showing a block in a central longitudinal section of a block in a state where a conventional connecting portion structure is installed on the ground.

【符号の説明】[Explanation of symbols]

1 ブロック 2 結合部 3 アンカー 6 支持台座 6a 内周面 6b 外周面 6c フランジ 7 支圧盤体 7a 孔 8 透孔 DESCRIPTION OF SYMBOLS 1 Block 2 Connecting part 3 Anchor 6 Support pedestal 6a Inner peripheral surface 6b Outer peripheral surface 6c Flange 7 Support plate 7a Hole 8 Through hole

Claims (5)

【特許請求の範囲】[Claims] 【請求項1】 安定化すべき地山の設置面に定置される
ブロックと、このブロックを固定的に支持するために地
中に定着されたアンカーの上端部との結合部において、
ブロックに嵌め込まれた支持台座を有し、ブロックと密
接しているこの支持台座の外周面が地山方向に先細りの
テーパー形状を有していると共に支持台座の内周側がア
ンカー上端部を支持する支圧盤体と共同し、それによっ
てアンカーの緊張力を支圧盤体を介して支持台座に伝達
し、支持台座にもたらされる荷重をそのテーパー形状外
周面から略直角方向に向かう力に分散してブロックに受
け持たせるようにした結合部構造において、上記の支持
台座がブロックの上面もしくはその近傍に至る範囲まで
延びていることを特徴とする、地山斜面安定化用ブロッ
クとこのブロックを地山に固定するためのアンカーとの
結合部構造。
1. A joint between a block fixed on an installation surface of a ground to be stabilized and an upper end of an anchor fixed in the ground for fixedly supporting the block,
It has a support pedestal fitted into the block, and the outer peripheral surface of this support pedestal that is in close contact with the block has a tapered shape that tapers in the ground direction, and the inner peripheral side of the support pedestal supports the upper end of the anchor. Cooperates with the support plate, thereby transmitting the tension of the anchor to the support pedestal via the support plate, and dispersing the load applied to the support pedestal into a force directed in a direction substantially perpendicular to the tapered outer peripheral surface and blocking the block. In the connecting portion structure, the support pedestal extends to a range reaching the upper surface of the block or the vicinity thereof, and the ground slope stabilizing block and the block are attached to the ground. Connection structure with anchor to fix.
【請求項2】 上記支圧盤体と支持台座とが一体的に形
成されていることを特徴とする、請求項1に記載の結合
部構造。
2. The joint structure according to claim 1, wherein the support plate and the support pedestal are integrally formed.
【請求項3】 上記支持台座の上縁部にフランジが設け
てあり、このフランジがブロック上面に載置されている
ことを特徴とする、請求項1または2に記載の、結合部
構造。
3. The joint structure according to claim 1, wherein a flange is provided on an upper edge portion of the support pedestal, and the flange is mounted on an upper surface of the block.
【請求項4】 上記支持台座の内周側に地山方向に先細
りのテーパー孔が設けてあり、このテーパー孔にアンカ
ー上端部を支持する支圧盤体が嵌合していることを特徴
とする、請求項1または3に記載の結合部構造。
4. The support base is provided with a tapered hole tapered in the ground direction on an inner peripheral side of the support pedestal, and a supporting plate supporting an upper end portion of the anchor is fitted into the tapered hole. The joint structure according to claim 1 or 3.
【請求項5】 支圧盤体上に突出するアンカー上端部が
支持台座の上縁より内側に配置されていることを特徴と
する、請求項1−4のいずれか1項に記載の結合部構
造。
5. The joint structure according to claim 1, wherein an upper end portion of the anchor protruding above the supporting plate is disposed inside an upper edge of the support base. .
JP18226797A 1997-07-08 1997-07-08 Structure of connecting part of natural slope stabilization block and anchor for fixing this block to natural ground Expired - Lifetime JP3895832B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP18226797A JP3895832B2 (en) 1997-07-08 1997-07-08 Structure of connecting part of natural slope stabilization block and anchor for fixing this block to natural ground

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP18226797A JP3895832B2 (en) 1997-07-08 1997-07-08 Structure of connecting part of natural slope stabilization block and anchor for fixing this block to natural ground

Publications (2)

Publication Number Publication Date
JPH1121886A true JPH1121886A (en) 1999-01-26
JP3895832B2 JP3895832B2 (en) 2007-03-22

Family

ID=16115277

Family Applications (1)

Application Number Title Priority Date Filing Date
JP18226797A Expired - Lifetime JP3895832B2 (en) 1997-07-08 1997-07-08 Structure of connecting part of natural slope stabilization block and anchor for fixing this block to natural ground

Country Status (1)

Country Link
JP (1) JP3895832B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2019085700A (en) * 2017-11-01 2019-06-06 吉佳エンジニアリング株式会社 Load transmission part structure from anchor to pressure receiving plate

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2019085700A (en) * 2017-11-01 2019-06-06 吉佳エンジニアリング株式会社 Load transmission part structure from anchor to pressure receiving plate

Also Published As

Publication number Publication date
JP3895832B2 (en) 2007-03-22

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