JP6214295B2 - Pressure receiving structure - Google Patents

Pressure receiving structure Download PDF

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JP6214295B2
JP6214295B2 JP2013192229A JP2013192229A JP6214295B2 JP 6214295 B2 JP6214295 B2 JP 6214295B2 JP 2013192229 A JP2013192229 A JP 2013192229A JP 2013192229 A JP2013192229 A JP 2013192229A JP 6214295 B2 JP6214295 B2 JP 6214295B2
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pressure receiving
receiving plate
pressure
center
plate
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JP2015059316A (en
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吉田 高史
高史 吉田
武 沓澤
武 沓澤
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Sekisui Techno Molding Co Ltd
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Description

本発明は、地滑りや法面の崩壊を防止するために、法面に設置される受圧板からなる受圧構造体に関するものである。   The present invention relates to a pressure receiving structure including a pressure receiving plate installed on a slope in order to prevent landslide and slope collapse.

法面の崩壊や地滑りの発生を防止するための対策の一つとして、従来から、アンカー工法が広く知られている。このアンカー工法は、法面にロックボルト等のアンカー部材を打設、固定したのち、中央に貫通孔を穿設している受圧板の該貫通孔に法面から突出している上記アンカー部材を挿通させて法面上に受圧板を設置し、アンカー部材の上端部にナット等の締結部材を螺締することにより受圧板を法面に圧接して法面を押さえ付ける工法である。   Conventionally, the anchor method is widely known as one of the measures for preventing the collapse of the slope and the occurrence of landslide. In this anchor method, an anchor member such as a lock bolt is placed and fixed on the slope, and then the anchor member protruding from the slope is inserted into the through hole of the pressure receiving plate having a through hole in the center. In this method, a pressure receiving plate is installed on the slope, and a fastening member such as a nut is screwed to the upper end of the anchor member to press the pressure plate against the slope and press the slope.

この工法に使用される上記受圧板としては、鉄製や鉄筋コンクリート製のものが多用されているが、強度が強い反面、極めて重量が大きいために搬入や設置作業に困難をきたすといった問題点がある。   As the pressure-receiving plate used in this construction method, those made of iron or reinforced concrete are often used. However, although the strength is strong, there is a problem that carrying-in and installation work are difficult due to its extremely large weight.

このため、例えば、特許文献1に記載されているように、中心にアンカー挿通孔を設けている繊維強化樹脂等の合成樹脂製の板材(受圧板)を複数枚、積み重ねてなる受圧構造体や、特許文献2に記載されているように、中心に貫通孔を設けている同大、同形の繊維強化樹脂製受圧板を複数枚、積層、一体化することにより、所定の強度となるように構成した受圧構造体が開発されている。このように構成した受圧構造体によれば、受圧板が軽量で、搬入や取扱いが容易となり、さらに、上記鉄製や鉄筋コンクリート製の受圧板に比べて法面に対する設置作業も容易に行えるといった利点を有する。   For this reason, for example, as described in Patent Document 1, a pressure receiving structure formed by stacking a plurality of synthetic resin plate members (pressure receiving plates) such as fiber reinforced resin having an anchor insertion hole at the center, As described in Patent Document 2, a plurality of same-sized, same-shaped fiber-reinforced resin pressure-receiving plates having a through-hole at the center are laminated and integrated to obtain a predetermined strength. A structured pressure receiving structure has been developed. According to the pressure receiving structure configured in this way, the pressure receiving plate is light in weight, can be easily carried in and handled, and has the advantage that the installation work on the slope can be easily performed compared to the pressure receiving plate made of iron or reinforced concrete. Have.

特開2003−176539号公報JP 2003-176539 A 特開2004−190320号公報JP 2004-190320 A

しかしながら、上記受圧構造体によれば、受圧板を複数枚、積層してこの受圧構造体を構成する際に、受圧板の中心に設けている貫通孔同士がずれたり、受圧板が不測に周方向に回動して前後左右の向きが不一致となり、精度のよい均一な受圧構造体に組み立てることが困難である。そのため、貫通孔同士が同一中心線上に合致するように調整しながら且つ前後左右方向の向きが揃うように調整しながら受圧板を積層したのち、これらの受圧板の四方部に設けているボルト挿通孔にボルトを挿通してナットにより固定する等を行ってその積層形態を保持し、しかるのち、この受圧構造体の中心貫通孔を法面に打設したロックボルト等のアンカー部材に挿通することにより受圧構造体を法面に設置しているのが現状であり、設置作業に多大な時間と労力を要するといった問題点がある。   However, according to the pressure receiving structure, when a plurality of pressure receiving plates are stacked to form the pressure receiving structure, the through holes provided in the center of the pressure receiving plate are displaced from each other, or the pressure receiving plate is unexpectedly surrounded. It turns in the direction and the front and rear, right and left directions become inconsistent, and it is difficult to assemble the pressure receiving structure with high accuracy. Therefore, after adjusting the pressure-receiving plates while adjusting the through-holes so that they coincide with each other on the same center line and aligning the front-rear and left-right directions, the bolts inserted in the four sides of these pressure-receiving plates are inserted. Insert a bolt into the hole and fix it with a nut, etc. to maintain the laminated form, and then insert the center through hole of this pressure receiving structure into an anchor member such as a lock bolt that is driven in the slope However, there is a problem in that the pressure receiving structure is installed on the slope, and a great deal of time and labor is required for the installation work.

さらに、設置に際して、受圧構造体の中心貫通孔に挿通している上記アンカー部材の上端部に締結部材(ナット)を螺締することにより、受圧構造体の下面を法面に押し付けて法面からこの受圧構造体の下面に作用するアンカー部材の引き抜き方向の圧力(以下、土圧とする)をアンカー部材の引張力によって支持させるように組み立てると、アンカー部材周辺部における受圧構造体の下面中央部では、該下面に作用する法面側からの土圧が大きくても法面に所定の押圧力でもって押し付けておくことができるが、受圧構造体の下面外周部では、法面に圧接している最下層の受圧板が法面側からの土圧により、その上層側の受圧板との重ね合わせ面で滑りを生じさせながら反り上がる方向に湾曲させられて亀裂等の破壊が生じる虞れがあると共に法面に対する押圧力が弱くなって法面の崩壊等を防止することができなくなるといった事態が発生する。このため、複数個の受圧板を接着剤によって一体化したり、上述したように四方部をボルト・ナットによって強固に結合しておく必要がある。   Furthermore, during installation, the lower surface of the pressure receiving structure is pressed against the slope by screwing a fastening member (nut) onto the upper end portion of the anchor member inserted through the central through hole of the pressure receiving structure. When assembled so that the pressure in the pulling direction of the anchor member acting on the lower surface of the pressure receiving structure (hereinafter referred to as earth pressure) is supported by the tensile force of the anchor member, the center of the lower surface of the pressure receiving structure in the anchor member peripheral portion Then, even if the earth pressure acting on the lower surface is large, it can be pressed against the slope with a predetermined pressing force. However, the outer peripheral portion of the lower surface of the pressure receiving structure is pressed against the slope. There is a risk that the lowermost pressure receiving plate is bent in the direction of warping while slipping on the overlapping surface with the upper pressure receiving plate due to earth pressure from the slope side, and cracks and the like may be broken If there Situation it becomes impossible to prevent the collapse or the like of the slope by the pressing force becomes weak occurs against Homen on. For this reason, it is necessary to integrate a plurality of pressure receiving plates with an adhesive or to firmly bond the four sides with bolts and nuts as described above.

また、受圧構造体の中心貫通孔から突出しているアンカー部材の上端部に座金を介して締結部材であるナットを螺締しているが、これらは腐食しやすいため、その防食対策として受圧構造体の上面中央部にキャップを取付け、このキャップ体によってアンカー部材の上端部を被覆している。この際、受圧構造体の上面は全面に亘って平坦な面に形成されているため、この平坦面から突出するキャップ体の高さが高くなり、通常、20cm〜30cmの突出長に達する。   In addition, a nut as a fastening member is screwed to the upper end portion of the anchor member protruding from the center through-hole of the pressure receiving structure through a washer. However, since these are easily corroded, the pressure receiving structure is an anticorrosion measure. A cap is attached to the center of the upper surface of the anchor member, and the cap member covers the upper end of the anchor member. At this time, since the upper surface of the pressure receiving structure is formed as a flat surface over the entire surface, the height of the cap body protruding from the flat surface increases, and usually reaches a protruding length of 20 cm to 30 cm.

このように、受圧構造体の上面からのキャップ体の突出長が大きいと、落石や積雪などによってキャップが破損しやすくなり、また、道路に接する法面に受圧構造体が設置されている場合には通行の邪魔になったり、怪我をする虞れがある。   In this way, if the protruding length of the cap body from the upper surface of the pressure receiving structure is large, the cap is likely to be damaged due to falling rocks, snow, etc., and when the pressure receiving structure is installed on the slope contacting the road May interfere with traffic or cause injury.

本発明はこのような問題点に鑑みてなされたもので、その目的とするところは、受圧板の積み重ねが簡単且つ正確に行えて法面に対する設置作業が能率よく行えると共に下面全面を法面に均等に且つ大きな押圧力でもって押し付けて法面の崩壊等を防止することができ、さらに、最上層の受圧板からのアンカー部材の上端部の突出長を短くすることができて、高さの低いキャップにより安全に被覆しておくことができる受圧構造体を提供するにある。   The present invention has been made in view of such problems, and the object of the present invention is to easily and accurately stack the pressure receiving plates so that the installation work on the slope can be performed efficiently and the entire lower surface is made a slope. It can be pressed evenly and with a large pressing force to prevent the slope from collapsing, etc.Furthermore, the protruding length of the upper end of the anchor member from the uppermost pressure receiving plate can be shortened. An object of the present invention is to provide a pressure receiving structure that can be safely covered with a low cap.

上記目的を達成するために本発明の受圧構造体は、請求項1に記載したように、受圧板を積層してなる受圧構造体であって、下側に配する受圧板はその上面中央部に多角形状の凹部を設けていると共にこの凹部の中心にアンカー部材を挿通させる貫通孔を穿設してあり、上側に配する受圧板はその下面中央部に上記下側受圧板の凹部に嵌合する多角形状の凸部を設けていると共にこの凸部の中心にアンカー部材を挿通させる貫通孔を穿設していることを特徴とする。   In order to achieve the above object, the pressure receiving structure of the present invention is a pressure receiving structure formed by laminating pressure receiving plates as described in claim 1, wherein the pressure receiving plate arranged on the lower side is a central portion of the upper surface thereof. And a through hole through which the anchor member is inserted is formed in the center of the recess, and the pressure receiving plate disposed on the upper side is fitted into the recess of the lower pressure receiving plate at the center of the lower surface. A polygonal convex portion is provided, and a through-hole through which the anchor member is inserted is formed in the center of the convex portion.

このように構成した受圧構造体において、請求項2に係る発明は、法面上に設置する下側受圧板の下面全面を平坦な法面押圧面に形成している一方、上側受圧板の上面中央部に下側受圧板の上面中央部に設けている多角形状の凹部と同大、同形の凹部を設け、この凹部をキャップ体によって被覆するように構成していることを特徴とする。   In the pressure receiving structure configured as described above, in the invention according to claim 2, the entire lower surface of the lower pressure receiving plate installed on the slope is formed as a flat slope pressing surface, while the upper surface of the upper pressure receiving plate is formed. A concave portion having the same size and the same shape as the polygonal concave portion provided in the central portion of the upper surface of the lower pressure receiving plate is provided in the central portion, and the concave portion is covered with a cap body.

さらに、請求項3に係る発明は、下側受圧板と上側受圧板との間に、上側受圧板と同大、同形状で同一構造の中間受圧板を介在させてなることを特徴とする。   Furthermore, the invention according to claim 3 is characterized in that an intermediate pressure receiving plate having the same structure and the same structure as the upper pressure receiving plate is interposed between the lower pressure receiving plate and the upper pressure receiving plate.

請求項4に係る発明は、受圧板を、その中央受圧板部とこの中央受圧板部の前後左右から延出している同一形状の外側受圧板部とによって前後左右に対称な平面十字形状に形成していると共に、上下面中央部にそれぞれ設けている凹凸部の平面形状を前後左右に対称な正方形に形成してあり、さらに、この凹凸部の四方周壁面を傾斜壁面に形成していることを特徴とする。   In the invention according to claim 4, the pressure receiving plate is formed in a plane cross shape symmetrical in the front, rear, left and right directions by the central pressure receiving plate portion and the outer pressure receiving plate portion having the same shape extending from the front, rear, left and right of the central pressure receiving plate portion. In addition, the planar shape of the concavo-convex portion provided in the center portion of the upper and lower surfaces is formed into a symmetrical square in the front-rear and left-right directions, and the four-sided circumferential wall surface of the concavo-convex portion is formed on an inclined wall surface. It is characterized by.

また、請求項5に係る発明は、下側受圧板の下面に、その中心貫通孔から前後左右方向にこの下側受圧板の前後左右端面に開口するワイヤ配設用溝を凹設していることを特徴とする。   Further, in the invention according to claim 5, the lower surface of the lower pressure receiving plate is provided with a groove for arranging a wire that opens in the front, rear, left and right end surfaces of the lower pressure receiving plate from the center through hole in the front and rear left and right directions. It is characterized by that.

請求項1に係る発明によれば、受圧構造体は、上面中央部に多角形状の凹部を設けていると共にこの凹部の中心にアンカー部材を挿通させる貫通孔を穿設してなる下側受圧板と、下面中央部に上記下側受圧板の凹部に嵌合する多角形状の凸部を設けていると共にこの凸部の中心にアンカー部材を挿通させる貫通孔を穿設している上側受圧板とによって構成されているので、搬入や現場での取扱いが容易となるのは勿論、法面に打設、固定したアンカー部材における法面から突出している上部に上下受圧板の中心貫通孔を挿通させて法面上に積層することにより受圧構造体を形成する際に、下側受圧板の上面に設けている多角形状の凹部に上側受圧板の下面に設けている多角形状の凸部を嵌合させることによって上下受圧板の中心貫通孔同士を互いに同一軸芯上に自動的に合致させることができると共に、これらの上下受圧板同士を前後左右にずれたりさせることなく法面上に簡単且つ正確に積層することができ、法面上に対する受圧構造体の設置、施工が能率よく行うことができる。   According to the first aspect of the present invention, the pressure receiving structure is provided with a polygonal recess at the center of the upper surface, and a lower pressure receiving plate having a through hole through which the anchor member is inserted at the center of the recess. And an upper pressure receiving plate provided with a polygonal convex portion that fits into the concave portion of the lower pressure receiving plate at the center of the lower surface and having a through hole through which an anchor member is inserted at the center of the convex portion. As a result, it is easy to carry in and handle on site, and the center through-hole of the upper and lower pressure receiving plates is inserted into the upper part of the anchor member that is placed and fixed on the slope and protrudes from the slope. When the pressure receiving structure is formed by stacking on the slope, the polygonal convex portion provided on the lower surface of the upper pressure receiving plate is fitted into the polygonal concave portion provided on the upper surface of the lower pressure receiving plate. The center through holes of the upper and lower pressure plates It can be automatically matched on the same axis, and the upper and lower pressure-receiving plates can be easily and accurately stacked on the slope without being shifted back and forth and left and right. Installation and construction of the pressure receiving structure can be performed efficiently.

さらに、上側受圧板から突設しているアンカー部材の上端部に締結部材を螺締することによって受圧構造体を法面上に定着、設置している状態においては、法面に押し付けている下側受圧板の下面に法面側からその押圧力の反力としてのアンカー部材の引き抜き方向に左右する上記土圧により、下側受圧板の外周部がアンカー部材を中心として反り上がる方向に湾曲しようとするが、上側受圧板の下面中央部に設けている多角形状の凸部と下側受圧板の上面中央部に設けている多角形状の凹部とが嵌合しているので、これらの凹凸部の互いに密接している周壁面で上記反り上がり方向に作用する土圧を受止して積層した受圧板全体、即ち、受圧構造体全体に土圧を均等に分散させることができ、下側受圧板に亀裂等の破壊を生じさせることなくこの下側受圧板の下面全面を均一な押圧力でもって法面に押し付けて法面の地滑りや崩壊等を確実に防止することができる。   Furthermore, in the state where the pressure receiving structure is fixed and installed on the slope by screwing the fastening member to the upper end of the anchor member protruding from the upper pressure plate, the bottom is pressed against the slope. The outer pressure of the lower pressure plate will bend in the direction in which the outer periphery of the lower pressure plate warps around the anchor member due to the earth pressure that depends on the pulling direction of the anchor member as the reaction force of the pressing force from the slope side to the lower surface of the side pressure plate However, since the polygonal convex portion provided in the lower surface central portion of the upper pressure receiving plate and the polygonal concave portion provided in the upper surface central portion of the lower pressure receiving plate are fitted, these concave and convex portions The earth pressure acting on the warping up direction is received by the circumferential wall surfaces that are in close contact with each other, and the earth pressure can be uniformly distributed over the entire pressure receiving plate laminated, that is, the entire pressure receiving structure. Do not cause cracks or other damage to the plate. The lower the pressure receiving plate the entire lower surface of the uniform pressing force has to slope the pressed slope of landslides and collapse like a can be reliably prevented.

その上、請求項2に係る発明によれば、法面上に設置する下側受圧板の下面全面を平坦な法面押圧面に形成しているので、その法面押圧面で法面を均等な押圧力でもって押し付けて崩壊等を防止することができると共に、この下側受圧板上に積み重ねる上側受圧板の上面中央部に、下側受圧板の上面中央部に設けている多角形状の凹部と同大、同形の凹部を設けているので、この上側受圧板から外部に露出するアンカー部材の上端部の突出長を、凹部の深さに相当する長さだけ短くすることができ、従って、高さの低いキャップ体によってアンカー部材の上端突出部を被覆しておくことができ、落石や積雪などによってキャップが破損するのを極力、防止することができると共に通行者の邪魔になったりするのを防止することができる。   In addition, according to the invention according to claim 2, since the entire lower surface of the lower pressure receiving plate installed on the slope is formed as a flat slope pressing surface, the slope is evenly distributed by the slope pressing surface. Polygonal recesses provided at the center of the upper surface of the upper pressure plate stacked on the lower pressure plate and at the center of the upper surface of the lower pressure plate. Since the concave portion of the same size and shape is provided, the protruding length of the upper end portion of the anchor member exposed to the outside from the upper pressure receiving plate can be shortened by a length corresponding to the depth of the concave portion. The upper end protruding part of the anchor member can be covered with a cap body having a low height, so that the cap can be prevented from being damaged as much as possible by falling rocks and snow, etc. Can be prevented.

また、請求項3に係る発明によれば、上記下側受圧板と上側受圧板との間に、上側受圧板と同大、同形状で同一構造の中間受圧板を介在させているので、法面に圧接する下側受圧板上に多角形状の凹凸部を互いに嵌合させることによって法面からの土圧を全体に亘って均一に受止することができる所望厚さを有する強度の大きい受圧構造体を形成することができる。   According to the invention of claim 3, an intermediate pressure receiving plate having the same size and shape as the upper pressure receiving plate is interposed between the lower pressure receiving plate and the upper pressure receiving plate. A large pressure receiving member having a desired thickness capable of uniformly receiving earth pressure from the slope surface by fitting polygonal uneven portions onto the lower pressure receiving plate that is in pressure contact with the surface. A structure can be formed.

請求項4に係る発明によれば、受圧板を、その中央受圧板部とこの中央受圧板部の前後左右から延出している同一形状の外側受圧板部とによって前後左右に対称な平面十字形状に形成していると共に、上下面中央部にそれぞれ設けている凹凸部の平面形状を前後左右に対称な正方形に形成しているので、複数枚の受圧板をその前後方向の向きを確認することなくその中心貫通孔をアンカー部材に順次挿通してこれらの上下対向面に設けている正方形状の凹凸部を嵌合させるだけで、全ての受圧板をその前後方向の向きを所定方向に向けた状態に正確且つ簡単に積層することができ、受圧構造体の施工作業が能率よく行うことができる。   According to the invention of claim 4, the pressure receiving plate is formed in a plane cross shape symmetrical in the front / rear / left / right direction by the central pressure receiving plate portion and the outer pressure receiving plate portion having the same shape extending from the front / rear / left / right of the central pressure receiving plate portion. In addition, the planar shape of the concavo-convex portions provided in the center portion of the upper and lower surfaces is formed in a symmetrical square in the front-rear and left-right directions, so check the orientation of the plurality of pressure receiving plates in the front-rear direction All the pressure receiving plates are oriented in a predetermined direction by simply inserting the center through-holes sequentially into the anchor member and fitting the square uneven portions provided on the upper and lower opposing surfaces. It is possible to stack accurately and easily on the state, and the construction work of the pressure receiving structure can be performed efficiently.

その上、上下に重ね合わされる受圧板の互いに嵌合する正方形状の凹凸部の四方周壁面を傾斜壁面に形成しているので、この傾斜壁面が、法面に設置した下側受圧板における前後左右の外側受圧板部の下面に作用する法面側からの土圧によってこれらの外側受圧板部が反り上がり方向に作用する圧力に直接対向して、その圧力を強固に受止することができ、積層した受圧板全体によって土圧を受止して法面の地滑りや崩壊等を確実に防止することができる。   In addition, since the four-side circumferential wall surfaces of the square-shaped uneven portions of the pressure receiving plates that are stacked one on top of the other are formed on the inclined wall surfaces, the inclined wall surfaces are the front and rear surfaces of the lower pressure receiving plate installed on the slope. The outer pressure plate acting directly on the lower surface of the left and right outer pressure plate portions directly opposes the pressure acting on the outer side of the outer pressure plate portions in the direction of warping and can firmly receive the pressure. The earth pressure can be received by the laminated pressure receiving plates as a whole, and the landslide and collapse of the slope can be surely prevented.

また、請求項5に係る発明によれば、下側受圧板の下面にその中心貫通孔から前後左右方向にこの下側受圧板の前後左右端面に開口するワイヤ配設用溝を凹設しているので、法面に所定間隔毎に設置した受圧構造体を固定しているアンカー部材の頭部間を上記ワイヤ配設溝を通じてワイヤで連結することにより、アンカー部材間でアンカー部材引き抜き方向に作用する上記土圧を均等に分担させることができると共に、ワイヤ配設溝を受圧構造体の下側受圧板の下面に設けているので、この下側受圧板の法面密着性を損なうことなくワイヤの配設できるばかりでなく、法面に這わせるようにしてワイヤを張設することができ、ワイヤに引っ掛かる等の歩行障害やワイヤが落下物等により破損するのを防止することができる。   According to the fifth aspect of the present invention, the groove for wire arrangement that opens to the front, rear, left, and right end surfaces of the lower pressure receiving plate is recessed in the front, rear, left and right directions from the center through hole on the lower surface of the lower pressure receiving plate. As a result, the anchor member heads fixing the pressure receiving structures installed at predetermined intervals on the slope are connected by wires through the wire arrangement grooves, so that the anchor member acts in the anchor member pulling direction. The earth pressure can be evenly shared, and the wire arrangement groove is provided on the lower surface of the lower pressure receiving plate of the pressure receiving structure, so that the wire adhesion without impairing the slope adhesion of the lower pressure receiving plate In addition, the wire can be stretched in such a way as to be laid on the slope, so that it is possible to prevent a walking obstacle such as being caught by the wire and damage of the wire due to falling objects.

本発明受圧構造体の分解斜視図。The disassembled perspective view of this invention pressure receiving structure. 積層状態を示す斜視図。The perspective view which shows a lamination state. 上側受圧板の下面を上向きにした斜視図。The perspective view which made the lower surface of the upper side pressure receiving plate upward. 法面に設置した受圧構造体の縦断側面図。The vertical side view of the pressure receiving structure installed in the slope. その上側受圧板の平面図。The top view of the upper pressure receiving plate. 複数の受圧構造体を法面に設置した状態の斜視図。The perspective view of the state which installed the several pressure receiving structure in the slope. その一部における連結ワイヤの配設状態を示す一部を断面した斜視図。The perspective view which carried out the cross section of the part which shows the arrangement | positioning state of the connection wire in the part. 上下二枚の受圧板からなる受圧構造体の設置状態を示す縦断正面図。The longitudinal section front view which shows the installation state of the pressure receiving structure which consists of two upper and lower pressure receiving plates.

本発明の具体的な実施例を図面について説明すると、図1、図2に示す受圧構造体は、上側受圧板1と法面に設置する下側受圧板2と、これらの上下受圧板1、2間に介在させる中間受圧板3とから構成している。   A specific embodiment of the present invention will be described with reference to the drawings. A pressure receiving structure shown in FIGS. 1 and 2 includes an upper pressure receiving plate 1, a lower pressure receiving plate 2 installed on a slope, and upper and lower pressure receiving plates 1, The intermediate pressure receiving plate 3 is interposed between the two.

上側受圧板1と中間受圧板3とは同大、同形の同一構造に形成されてあり、これらの上側受圧板1と中間受圧板3との上面中央部に平面視多角形状、具体的には正方形状で同じ大きさの凹部4a、4bをそれぞれ設けていると共に下面中央部にこれらの凹部4a、4bに嵌合可能な大きさの平面正方形状の凸部5a、5bをそれぞれ突設してあり、さらに、これらの凹凸部の中心部に後述するアンカー部材12を挿通させる貫通孔6a、6bを凹部4a、4bの上面と凸部5a、5bの下面間に亘ってそれぞれ貫設している。   The upper pressure-receiving plate 1 and the intermediate pressure-receiving plate 3 are formed in the same structure with the same size and shape. The upper pressure-receiving plate 1 and the intermediate pressure-receiving plate 3 have a polygonal shape in plan view. Convex portions 4a and 4b having a square shape and the same size are provided respectively, and planar square-shaped convex portions 5a and 5b of a size that can be fitted to the concave portions 4a and 4b are provided in the center of the lower surface. Furthermore, through holes 6a and 6b through which anchor members 12 to be described later are inserted through the center of these concave and convex portions are respectively provided between the upper surfaces of the concave portions 4a and 4b and the lower surfaces of the convex portions 5a and 5b. .

一方、上記下側受圧板2は、その平面形状が上記上側受圧板1及び中間受圧板3と同大,同形に形成され、且つ、その上面中央部に上記上側受圧板1及び中間受圧板3の上面に設けている凹部4a、4bと同大、同形で上記突部5a、5bが嵌合可能な平面正方形状の凹部4cを設けていると共にこの凹部4cの中心部にその上面から下面に亘って貫通した貫通孔6cを設けているが、下面には上記のような凸部5a、5bが設けられることなく、全面に亘って平坦な法面押圧面7に形成している。   On the other hand, the lower pressure receiving plate 2 has a planar shape that is the same size and shape as the upper pressure receiving plate 1 and the intermediate pressure receiving plate 3, and the upper pressure receiving plate 1 and the intermediate pressure receiving plate 3 at the center of the upper surface. A concave portion 4c having the same size and shape as the concave portions 4a and 4b provided on the upper surface of the flat surface and capable of fitting with the protruding portions 5a and 5b, and a central portion of the concave portion 4c from the upper surface to the lower surface. A through-hole 6c penetrating therethrough is provided, but the lower surface is not provided with the convex portions 5a and 5b as described above, but is formed on the flat slope pressing surface 7 over the entire surface.

これらの上下受圧板1、2及び中間受圧板3は、繊維強化樹脂等からなる樹脂成形品であり、同一厚みに形成されていると共にその凹部4a〜4cの周囲における受圧板外周部には上下面間に貫通する複数の透孔8や、リブ(図示せず)等が設けられていて軽量化と材料費の削減を図っている。なお、上記透孔8は植生用として使用可能である。   The upper and lower pressure receiving plates 1 and 2 and the intermediate pressure receiving plate 3 are resin molded products made of fiber reinforced resin or the like, and are formed to have the same thickness and on the outer periphery of the pressure receiving plate around the recesses 4a to 4c. A plurality of through-holes 8 penetrating between the lower surfaces, ribs (not shown), and the like are provided to reduce weight and reduce material costs. The through hole 8 can be used for vegetation.

上下受圧板1、2及び中間受圧板3の具体的な形状は、凹部4a〜4cをそれぞれ設けている中央部を上記貫通孔6a〜6cを中心として前後左右に対称な形状の中央受圧板部1a〜3aに形成していると共にこれらの中央受圧板部1a〜3aの前後左右から同一形状(図においては矩形状)で同大の外側受圧板部1b〜1e、2b〜2e、3b〜3eをそれぞれ延設して、前後左右に対称な平面十字形状に形成されている。   The specific shapes of the upper and lower pressure receiving plates 1 and 2 and the intermediate pressure receiving plate 3 are such that the central pressure receiving plate portion is symmetrical in the front, rear, left and right with the central portion provided with the recesses 4a to 4c centered on the through holes 6a to 6c. The outer pressure receiving plate portions 1b to 1e, 2b to 2e, 3b to 3e having the same shape (rectangular shape in the figure) from the front, rear, left and right of these central pressure receiving plate portions 1a to 3a are formed on 1a to 3a Are formed in a plane cross shape that is symmetrical in the front-rear and left-right directions.

さらに、これらの上下受圧板1、2及び中間受圧板3の上面中央部に設けている上記平面正方形状の凹部4a〜4cは、その四方の壁面を上記矩形状の前後左右の外側受圧板部1b〜1e、2b〜2e、3b〜3eにおける外端面に対してそれぞれ平行となるように前後左右に設けられていると共に底面が浅底の平坦な面に形成されてあり、この底面の四方端辺から上記四方の壁面を凹部4a〜4cが徐々に拡開するように外側に向かって傾斜した傾斜壁面4a1 〜4c1 に形成している。   Further, the planar square-shaped recesses 4a to 4c provided at the center of the upper surface of the upper and lower pressure receiving plates 1 and 2 and the intermediate pressure receiving plate 3 are arranged on the four rectangular walls on the rectangular outer front and rear left and right pressure receiving plate portions. 1b to 1e, 2b to 2e, 3b to 3e are provided on the front, rear, left and right so as to be parallel to the outer end surfaces, and the bottom surface is formed as a shallow flat surface. The four wall surfaces from the sides are formed as inclined wall surfaces 4a1 to 4c1 inclined outward so that the recesses 4a to 4c gradually expand.

同様に、上側受圧板1及び中間受圧板3の下面中央部に設けている上記平面正方形状の凸部5a、5bは、図3に示すように、その四方の壁面を下側に配する受圧板の上記凹部における四方の壁面に密接可能な前後左右の傾斜壁面5a1 、5b1 に形成していると共に頂面は下側に配する受圧板の上記凹部の底面に接するか、又は僅かな隙間を存して対向する平坦な面に形成されている。   Similarly, the planar square-shaped convex portions 5a and 5b provided at the center of the lower surface of the upper pressure receiving plate 1 and the intermediate pressure receiving plate 3 are pressure receiving with their four wall surfaces arranged downward as shown in FIG. Formed on the front, back, left and right inclined wall surfaces 5a1 and 5b1 that can be in close contact with the four wall surfaces of the concave portion of the plate, and the top surface is in contact with the bottom surface of the concave portion of the pressure receiving plate disposed on the lower side, or a slight gap is formed. And are formed on opposing flat surfaces.

また、上記下側受圧板2の下面には、その中心貫通孔6cの開口下端から四方の外側受圧板部3b〜3eの外端面に亘って連通し、それぞれの外端面から外部に向かって開口しているワイヤ配設溝9を貫通孔6cを中央にして四方に放射状に凹設している。なお、上側受圧板1の下面と中間受圧板3の下面とに、図3に示すように、その凸部5a、5bから四方に向かって外側受圧板部1b〜1e、2b〜2eの外端面に開口するワイヤ配設溝9a、9bを放射状に凹設しておいてもよい。   The lower pressure receiving plate 2 communicates with the lower surface of the lower through pressure receiving plate 2 from the lower opening end of the central through hole 6c to the outer end surfaces of the four outer side pressure receiving plate portions 3b to 3e. The wire-arrangement grooves 9 are radially recessed in four directions with the through-hole 6c at the center. As shown in FIG. 3, the outer end surfaces of the outer pressure plate portions 1b to 1e and 2b to 2e are formed on the lower surface of the upper pressure plate 1 and the lower surface of the intermediate pressure plate 3 from the convex portions 5a and 5b in four directions. The wire disposition grooves 9a and 9b that are open to each other may be recessed radially.

このように構成した上下受圧板1、2と中間受圧板3とからなる受圧構造体を法面10に施工するには、まず、法面10に支持地盤に達する深さの掘削穴11を縦横に所定間隔毎に穿設したのち、これらの掘削穴11に、ロックボルトからなるアンカー部材12を挿入し、その上端部を所定長さ、法面10から突出させておく。そして、掘削穴11内にセメント等のグラウト材13を充填し、このクラウト材13を硬化させることによってアンカー部材12を支持地盤に強固に固着、支持させる。   In order to construct the pressure receiving structure composed of the upper and lower pressure receiving plates 1 and 2 and the intermediate pressure receiving plate 3 on the slope 10, first, a vertical and horizontal excavation hole 11 having a depth reaching the supporting ground is formed on the slope 10. After drilling at predetermined intervals, anchor members 12 made of lock bolts are inserted into these excavation holes 11, and their upper ends protrude from the slope 10 by a predetermined length. Then, the grouting material 13 such as cement is filled in the excavation hole 11, and by hardening the grouting material 13, the anchor member 12 is firmly fixed and supported on the supporting ground.

しかるのち、下側受圧板2をその中心貫通孔6cに上記アンカー部材12を挿通させながらアンカー部材12をガイドして降下させることにより法面10上に設置する。なお、この下側受圧板2の設置に先立って、隣接するアンカー部材12、12の上端部間を法面10に這わせるようにして配設したワイヤ14によって連結しておき、下側受圧板2の設置時には、この下側受圧板2の下面に設けているワイヤ配設溝9内にワイヤ14を収納させた状態にする。   Thereafter, the lower pressure receiving plate 2 is placed on the slope 10 by guiding and lowering the anchor member 12 while the anchor member 12 is inserted through the central through hole 6c. Prior to the installation of the lower pressure receiving plate 2, the upper end portions of the adjacent anchor members 12 and 12 are connected by a wire 14 arranged so as to lie over the slope 10, and the lower pressure receiving plate 2 is connected. When installing 2, the wire 14 is housed in the wire arrangement groove 9 provided on the lower surface of the lower pressure receiving plate 2.

次いで、中間受圧板3を、その中心貫通孔6bにアンカー部材12を挿通させながらアンカー部材12をガイドして降下させてその下面中央部に突設している凸部5bを下側受圧板2の上面中央部に凹設している凹部4cに嵌合させることによって下側受圧板2に積層する。この際、これらの凹凸部4c、5bは、その中心部に上記貫通孔6b、6cを穿設している正方形の凹凸部に形成され、且つ、その四方の壁面を外側受圧板部2b〜2e、3b〜3eに向けているので、中間受圧板3の設置時には、この中間受圧板3の前後左右方向の向きを下側受圧板2の前後左右方向の向きに向けることなく、中間受圧板3をアンカー部材12に沿って降下させて下側受圧板2上に重ね合わせ、これらの対向面に設けている凹凸部4c、5bを嵌合させるだけで、下側受圧板2上に中間受圧板3を簡単且つ正確に積層させることができる。   Next, the intermediate pressure receiving plate 3 is lowered while guiding the anchor member 12 while the anchor member 12 is inserted through the center through hole 6b, and the lower pressure receiving plate 2 is provided with a convex portion 5b protruding from the center of the lower surface. It is laminated on the lower pressure receiving plate 2 by fitting it into a recess 4c that is recessed in the center of the upper surface. At this time, these concavo-convex portions 4c, 5b are formed in a square concavo-convex portion in which the through holes 6b, 6c are formed in the central portion thereof, and the outer side pressure receiving plate portions 2b-2e are formed on the four side walls. 3b to 3e, when the intermediate pressure plate 3 is installed, the intermediate pressure plate 3 is not directed to the front, rear, left and right directions of the lower pressure plate 2 while the intermediate pressure plate 3 is oriented. Is lowered along the anchor member 12 and superimposed on the lower pressure receiving plate 2, and the intermediate pressure receiving plate is placed on the lower pressure receiving plate 2 simply by fitting the concave and convex portions 4c and 5b provided on these opposing surfaces. 3 can be laminated easily and accurately.

同様にして、上側受圧板1をその中心貫通孔6aにアンカー部材12を挿通させながらアンカー部材12をガイドして降下させてその下面中央部に突設している凸部5aを中間受圧板3の上面中央部に凹設している凹部4bに嵌合させることにより積層し、受圧構造体を構成する。   Similarly, the intermediate pressure receiving plate 3 is provided with a convex portion 5a projecting at the center of the lower surface of the upper pressure receiving plate 1 while the anchor member 12 is guided and lowered while the anchor member 12 is inserted through the central through hole 6a. The pressure receiving structure is configured by stacking by fitting into a recess 4b that is recessed in the center of the upper surface.

しかるのち、上側受圧板1の中心貫通孔6aから突設しているアンカー部材12の上端部にワッシャ15を挿通させてこのワッシャ15を凹部4aの底面上に配設すると共にアンカー部材12の上端螺子部にナットからなる締結部材16を螺合してワッシャ15を介して受圧構造体を締めつけることにより、下側受圧板2の下面を法面10に押し付けると共に、法面10側から該下側受圧板2の下面に作用する土圧を受圧構造体を介してアンカー部材12の引張力によって受止し、法面10の崩壊等を阻止する。   Thereafter, a washer 15 is inserted into the upper end portion of the anchor member 12 projecting from the central through hole 6a of the upper pressure receiving plate 1, and this washer 15 is disposed on the bottom surface of the recess 4a and the upper end of the anchor member 12 is inserted. The fastening member 16 made of a nut is screwed onto the screw part and the pressure receiving structure is fastened via the washer 15 to press the lower surface of the lower pressure receiving plate 2 against the slope 10 and from the slope 10 side to the lower side. The earth pressure acting on the lower surface of the pressure receiving plate 2 is received by the tensile force of the anchor member 12 through the pressure receiving structure to prevent the slope 10 from collapsing.

上記アンカー部材12は、上側受圧板1の凹部4aの中心に設けている貫通孔6aから上方に向かって突出しているため、凹部4aの周囲の上側受圧板1の上面に対しては、その突出長が凹部4aの深さに相当する長さだけ短くなり、従って、このアンカー部材12の上端部を被覆するカバー17の高さを低くしておくことができる。このカバー17は、高さの低い平たい截頭四角錐形に形成されてあり、その四方周縁に設けているフランジ部17a を凹部4aの開口端周縁部に当てがってビス等によって取付けている。   Since the anchor member 12 protrudes upward from a through hole 6a provided at the center of the recess 4a of the upper pressure receiving plate 1, the anchor member 12 protrudes from the upper surface of the upper pressure receiving plate 1 around the recess 4a. The length is shortened by a length corresponding to the depth of the recess 4a. Therefore, the height of the cover 17 covering the upper end of the anchor member 12 can be kept low. This cover 17 is formed in a flat truncated quadrangular pyramid having a low height, and a flange portion 17a provided on the peripheral edge of the four sides is applied to the peripheral edge portion of the opening end of the concave portion 4a and attached by screws or the like. .

なお、法面10上に這わせながら隣接する受圧構造体間を連結している上記ワイヤ14は、図6、図7に示すように、法面10上に敷設してアンカーピン18等により固定された法枠部材19の下面中央部に全長に亘って設けているワイヤ被覆溝20によって被覆されている。   The wire 14 that connects adjacent pressure receiving structures while being laid on the slope 10 is laid on the slope 10 and fixed by anchor pins 18 or the like, as shown in FIGS. The center portion of the lower surface of the prepared frame member 19 is covered with a wire covering groove 20 provided over the entire length.

上記のように構成した受圧構造体は、上下受圧構造体1、2と中間受圧板3との積層体によって形成され、一枚の中間受圧板3を上下受圧板1、2間に介在させているが、中間受圧板3を二枚以上、介在させてより強度の大きい受圧構造体を構成してもよく、また、図8に示すように、中間受圧板3を使用することなく上下受圧板1、2を重ね合わせることによって受圧構造体を構成してもよい。これらの上下受圧板1、2の積層構造は、上記三枚重ねの積層構造と同様であるので、同一部分に同一符号を付して詳細な説明を省略する。   The pressure receiving structure configured as described above is formed by a laminated body of the upper and lower pressure receiving structures 1 and 2 and the intermediate pressure receiving plate 3, and a single intermediate pressure receiving plate 3 is interposed between the upper and lower pressure receiving plates 1 and 2. However, two or more intermediate pressure receiving plates 3 may be interposed to form a pressure receiving structure with higher strength, and as shown in FIG. 8, the upper and lower pressure receiving plates are not used without using the intermediate pressure receiving plate 3. The pressure receiving structure may be configured by superimposing one or two. Since the laminated structure of these upper and lower pressure-receiving plates 1 and 2 is the same as the above-mentioned three-layer laminated structure, the same reference numerals are given to the same parts and detailed description is omitted.

1 上側受圧板
2 下側受圧板
3 中間受圧板
4a〜4c 凹部
5a、5b 凸部
6a〜6c 貫通孔
9 ワイヤ配設溝
10 法面
12 アンカー部材
14 ワイヤ
17 カバー
1 Upper pressure plate 2 Lower pressure plate 3 Intermediate pressure plate
4a to 4c recess
5a, 5b Convex part
6a to 6c Through hole 9 Wire installation groove
10 Slope
12 Anchor member
14 wire
17 Cover

Claims (4)

受圧板を積層してなる受圧構造体において、下側に配する受圧板はその上面中央部に多角形状の凹部を設けていると共にこの凹部の中心にアンカー部材を挿通させる貫通孔を穿設してあり、上側に配する受圧板はその下面中央部に上記下側受圧板の凹部に嵌合する多角形状の凸部を設けていると共にその上面中央部に下側受圧板の上面中央部に設けている多角形状の凹部と同大、同形の凹部を設け、且つ、これらの凹凸部の中心にアンカー部材を挿通させる貫通孔を穿設してあり、さらに、上記下側受圧板と上側受圧板との間に、上側受圧板と同大、同形状で同一構造の中間受圧板を介在させてなることを特徴とする受圧構造体。 In the pressure receiving structure formed by laminating pressure receiving plates, the pressure receiving plate arranged on the lower side has a polygonal concave portion at the center of the upper surface and a through hole through which the anchor member is inserted at the center of the concave portion. The upper pressure receiving plate is provided with a polygonal convex portion that fits into the concave portion of the lower pressure receiving plate at the lower center portion of the pressure receiving plate, and at the upper surface central portion of the lower pressure receiving plate. A concave portion having the same size and shape as the polygonal concave portion provided is provided, and a through-hole through which the anchor member is inserted is formed at the center of the concave and convex portions . Further, the lower pressure receiving plate and the upper pressure receiving plate are provided. An intermediate pressure receiving plate having the same structure and shape as the upper pressure receiving plate is interposed between the plate and the pressure receiving structure. 法面上に設置する下側受圧板の下面全面を平坦な法面押圧面に形成していることを特徴とする請求項1に記載の受圧構造体。 Receiving structure according to claim 1, characterized in that the entire lower surface of the lower pressure receiving plate is formed into a flat slope pressing surface to be installed on a slope. 受圧板を、中央受圧板部とこの中央受圧板部の前後左右から延出している同一形状の外側受圧板部とによって前後左右に対称な平面十字形状に形成していると共に上面中央部に設けている凹部の平面形状を前後左右に対称な正方形に形成してあり、さらに、この凹部の四方周壁面と凹部に嵌合可能な凸部の四方周壁とを傾斜壁面に形成していることを特徴とする請求項1に記載の受圧構造体。 The pressure-receiving plate is formed in a plane cross shape symmetrical in the front-rear and left-right directions by the central pressure-receiving plate portion and the same-shaped outer pressure-receiving plate portion extending from the front, rear, left, and right sides of the central pressure-receiving plate portion, and provided in the center portion on the upper surface. The concave shape of the concave portion is formed into a symmetrical square in the front / rear and left / right directions, and the four-sided circumferential wall of the concave portion and the four-sided circumferential wall of the convex portion that can be fitted into the recessed portion are formed on the inclined wall surface. The pressure receiving structure according to claim 1, wherein 下側受圧板の下面にその中心貫通孔から前後左右方向にこの下側受圧板の前後左右端面に開口する連結ワイヤ配設溝を凹設していることを特徴とする請求項1に記載の受圧構造体。   2. The connecting wire disposition groove that opens in the front, rear, left, and right end surfaces of the lower pressure receiving plate from the center through hole in the front, rear, left, and right directions is recessed in the lower surface of the lower pressure receiving plate. Pressure receiving structure.
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