JP2005171748A - Slope stabilizing device - Google Patents

Slope stabilizing device Download PDF

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JP2005171748A
JP2005171748A JP2004068314A JP2004068314A JP2005171748A JP 2005171748 A JP2005171748 A JP 2005171748A JP 2004068314 A JP2004068314 A JP 2004068314A JP 2004068314 A JP2004068314 A JP 2004068314A JP 2005171748 A JP2005171748 A JP 2005171748A
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slope
steel bar
hole
stabilizing device
central
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JP4381181B2 (en
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Masaji Kigoshi
正司 木越
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  • Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)

Abstract

<P>PROBLEM TO BE SOLVED: To stabilize a slope by constructing the slope such as a slope face or inclined land having fear of collapse, while assembling on the slope. <P>SOLUTION: This slope stabilizing device adopts a constitution composed of a steel bar 1 fixed to a predetermined position of the slope A, a seat material 5 grounded on the slope by penetrating an aboveground projecting part of the steel bar through a central through-hole 4 and fixed to the steel bar via a proper fixing means 6, a belt-like bearing member 10 for connecting the respective inside ends via a proper connecting metal fitting 9 arranged in a dotted position on an upper surface circumferential line of this seat material, a presser material 17 for allowing a peripheral edge under surface to abut on an inside end part of the respective bearing members by penetrating the aboveground projecting part of the steel bar through a central through-hole 16, an anchoring nut 18 for lowering and sending the presser material by screwing in from the aboveground projecting end of the steel bar, and the elastic pressure applying function 19 arranged so that downward pressing force acts on the respective bearing members in response to the downward movement of the nut. <P>COPYRIGHT: (C)2005,JPO&NCIPI

Description

この発明は、例えば高速道路や各種施設などに面する傾斜した法面或いは崩壊のおそれのある傾斜地などの斜面に定着したアンカー機能を果たす引張り部材の地上突出端に受圧材を装着して、前記引張り部材に与えた緊張力を斜面に伝達して斜面の安定化をはかる斜面安定装置に関する。   The present invention attaches a pressure receiving material to the ground protruding end of a tension member that performs an anchor function fixed on an inclined surface such as an inclined slope facing an expressway or various facilities or an inclined slope that may collapse, The present invention relates to a slope stabilizer that transmits a tension force applied to a tension member to a slope to stabilize the slope.

斜面に定着した引張り部材の地上突出端に受圧材を装着して、前記引張り部材に与えた緊張力を斜面に伝達する方式の斜面安定工法の従来技術としては、特許文献1に示すように、工場生産したコンクリート製の受圧ブロックを作業現場迄搬入する。   As shown in Patent Document 1, as a prior art of the slope stabilization method of the method of attaching a pressure receiving material to the ground protruding end of the tension member fixed on the slope and transmitting the tension applied to the tension member to the slope, The concrete pressure receiving block produced in the factory is carried to the work site.

一方、現場の斜面に受圧ブロックを定着するそれぞれの位置には、斜面から地中に穿孔して、穿孔した穴に引張り部材を挿入したのち、穴にグラウト材を注入しながら、上記引張り部材を定着する。   On the other hand, at each position where the pressure receiving block is fixed on the slope of the site, after drilling from the slope into the ground and inserting the tensile member into the drilled hole, the tensile member is inserted while injecting the grout material into the hole. To settle.

その後に、引張り部材の定着位置に受圧ブロックを運び込むと共に、運び込んだ受圧ブロックのセンターの貫通孔に引張り部材の地上突出端を貫通する。   Thereafter, the pressure receiving block is carried to the fixing position of the tension member, and the ground protruding end of the tension member is passed through the through hole of the center of the carried pressure receiving block.

その後に、引張り部材の地上突出端からナットをねじ込みながら、斜面に受圧ブロックを押し付けながら斜面を安定させる。
特開平6−330526号公報
Thereafter, the slope is stabilized while the pressure receiving block is pressed against the slope while the nut is screwed from the ground protruding end of the tension member.
JP-A-6-330526

上記のような斜面安定工法によると、工場生産の受圧ブロックを使用するので、嵩ばって、格納に広い場所を必要とすると共に、重量が大きいために取り扱いが大変であった。   According to the slope stabilization method as described above, since the pressure-receiving block produced in the factory is used, it is bulky, requires a large space for storage, and is difficult to handle due to its large weight.

そして現場に搬入し、搬入した受圧ブロックを定着位置に運び込むのに重機を必要とし、重機を用いて運び込むことができない場合には、ワイヤーやワイヤーによって牽引する橇を用いて滑走させるので、著しく手数がかかると共に、定着してある引張り部材の地上突出端と滑走させた受圧ブロックと衝突回避の注意なども必要になる。   Then, when a heavy machine is required to carry it to the site and carry the pressure-receiving block that has been carried to the fixing position, and when it cannot be carried using the heavy machine, it is slid using a wire or a rod that is pulled by a wire. In addition to this, it is necessary to pay attention to avoid collision and the pressure receiving block slid and the ground protruding end of the tension member that has been fixed.

また、運び込んだ受圧ブロックの貫通孔に引張り部材の地上突出端を貫通させるのに多大な労力を必要とする問題もあった。   There is also a problem that a great deal of labor is required to allow the ground protruding end of the tension member to pass through the through hole of the pressure receiving block that has been carried.

特に、斜面にコンクリート製品の受圧ブロックを置いたとき、斜面に凹凸があると、受圧ブロックの各方向(四方向)に突出する突出部の下面全体と斜面とが接触しない。すなわち、凹凸によって接触部分と非接触部分とができる。   In particular, when a pressure receiving block of concrete product is placed on the slope, if the slope has irregularities, the entire lower surface of the protruding portion protruding in each direction (four directions) of the pressure receiving block does not contact the slope. That is, a contact portion and a non-contact portion can be formed by the unevenness.

このため、受圧ブロックの下面全体による斜面への加圧力を作用させることができず、目的である斜面安定性をそこなう不都合が発生した。   For this reason, the pressure applied to the slope by the entire lower surface of the pressure receiving block cannot be applied, resulting in a disadvantage that the intended slope stability is impaired.

さらに、受圧ブロックの突出部の接地部分に立木があると、邪魔にならないように立木を伐採するので、環境をそこなう問題もあった。   Furthermore, if there is a standing tree on the ground contact part of the protruding part of the pressure receiving block, the standing tree is cut out so as not to get in the way, so there is also a problem of deteriorating the environment.

そこで、この発明は、上述の各問題を解決する斜面安定装置を提供することにある。   Therefore, the present invention is to provide a slope stabilizing device that solves each of the problems described above.

上記の課題を解決するために、この発明は、斜面の所定位置に定着した鋼棒と、中心の透孔に上記鋼棒の地上突出部分を貫通させて上記斜面に接地すると共に、前記鋼棒に適宜の固定手段を介し固定した座材と、この座材側の上面円周線上の点在位置に設けてある適宜の連結金具を介しそれぞれの内端を連結した帯状の支圧部材と、中心の透孔に上記鋼棒の地上突出部分を貫通させて周縁下面を上記それぞれの支圧部材の内端部分に当接する押え材と、上記鋼棒の地上突出端からねじ込んで上記押え材を降送する定着ナットと、上記ナットの下方移動にともない上記各支圧部材に下向き押圧力を作用させるように設けた弾圧付与機能とからなる斜面安定装置を採用する。   In order to solve the above-described problems, the present invention provides a steel rod fixed at a predetermined position on a slope, and a ground through-hole projecting portion of the steel rod is passed through a central through hole, and is grounded on the slope. A seat member fixed through an appropriate fixing means, and a belt-like bearing member in which respective inner ends are connected through appropriate connecting fittings provided at scattered positions on the upper surface circumferential line on the seat member side, A presser material in which the ground protruding portion of the steel rod is passed through the central through hole and the lower peripheral edge is in contact with the inner end portion of each supporting member, and the presser material is screwed in from the ground protruding end of the steel rod. A slope stabilizer comprising a fixing nut to be transported and an elastic pressure imparting function provided so as to apply a downward pressing force to each supporting member as the nut moves downward is employed.

また、前記隣接鋼棒側から放射状に広がる支圧部材の対向先端同志を適宜の接続手段を介し接続したり、前記支圧部材に下面が貫通する吸水路及び上面に吹付材の定着部を設けたり、前記座材の下面に斜面の凹入部に嵌り込む碗状の膨出部を設けたりすることもある。   Further, the opposing tip ends of the supporting members that radiate from the adjacent steel rod side are connected through appropriate connecting means, or a water absorption passage through which the lower surface penetrates the supporting member and a fixing member for the spray material on the upper surface are provided. Alternatively, a bowl-shaped bulging portion that fits into the recessed portion of the slope may be provided on the lower surface of the seating material.

さらに、前記押え材が、接地用の環状座板と、この環状座板上にストッパによりすべり移動を止めて載置した倒立碗状板とで構成され、上記倒立碗状板の中心透孔に鋼棒を貫通させた構成や、前記左右の高所座材側と低所座材側とに緊張部材の両端を係止した構成を採用することもある。   Further, the presser member is composed of an annular seat plate for grounding and an inverted saddle-like plate placed on the annular seat plate with the sliding movement stopped by a stopper, and is formed in a central through hole of the inverted saddle-like plate. The structure which penetrated the steel rod, and the structure which latched the both ends of the tension member to the said right and left high seat material side and the low seat material side may be employ | adopted.

以上のように、この発明の斜面安定装置によれば、斜面上で組み立てながら斜面を安定させるので、コンクリート二次製品(工場生産による)の運び込みや、運び込んだのちの設置に重機や多大な労力を必要とし、かつコストが大幅に増加するような不都合をなくすることができると共に、支圧部材を例えば三方向や四方向など斜面の安定条件に応じて数や加圧位置を自由に増減することができる。   As described above, according to the slope stabilizing device of the present invention, the slope is stabilized while being assembled on the slope, so it is necessary to carry in the secondary concrete product (by factory production) and to install heavy equipment and much labor after carrying it in. The number of pressure bearing members and the pressure position can be freely increased or decreased according to the stability conditions of the slope such as three directions or four directions. be able to.

そして、弾圧付与機構によって支圧部材を加圧するようにしてあるので、地盤変動に支圧部材が追随して、支圧部材の損傷をなくすることもできる以外に、支圧部材の位置(放射状の配列)を自由に変更することができるので、支圧部材の配置位置に立木が存在していても立木を伐採することなく斜面を安定させて環境をそこなうこともない。   And since the bearing member is pressurized by the elastic pressure imparting mechanism, the bearing member can follow the ground fluctuation, and the bearing member can be eliminated. Therefore, even if a standing tree is present at the position where the bearing member is arranged, the slope is stabilized without cutting the standing tree and the environment is not impaired.

また、隣接鋼棒の支圧部材の対向先端同志を接続手段によって接続するので、支圧部材の先端浮き上がりがなく、支圧部材の強度増加にもなって斜面を著しく安定させる効果があると共に、緊張部材による座材側同志の緊張下の連結によっても斜面の大幅な安定をはかることもできる。   In addition, since the opposite ends of the supporting members of the adjacent steel rods are connected by the connecting means, there is no lifting of the tip of the supporting member, and there is an effect of remarkably stabilizing the slope by increasing the strength of the supporting member, The slope can be greatly stabilized by connecting under tension between the seat members on the tension member.

さらに、支圧部材に吹き付けた吹付材を定着部によく安定よく定着させると共に、斜面の水分を吸水路から吹付材に吸水させることもできて、緑化に効果を発揮する。   Furthermore, the spraying material sprayed on the bearing member can be fixed to the fixing portion well and stably, and the water on the slope can be absorbed into the spraying material from the water absorption path, which is effective for greening.

この発明の実施の形態を添付図面に基づいて説明する。   Embodiments of the present invention will be described with reference to the accompanying drawings.

この発明の第1の実施形態では、図1から図5に示すように、安定を必要とする斜面Aの所定位置には、上部を斜面Aから上方に突出させた鋼棒1が定着されている。   In the first embodiment of the present invention, as shown in FIGS. 1 to 5, a steel bar 1 having an upper portion protruding upward from the slope A is fixed at a predetermined position of the slope A requiring stability. Yes.

上記鋼棒1の(点在的な)定着は、図9に示すように、斜面Aから地中に向けて穿孔しながら、穿孔によって得られた穴2に上部が地上に露出するように鋼棒1を挿入し、穴2にグラウト材3を充填して行なう以外に、図2に示すように鋼棒1の先端にドリルを装着して、鋼棒1を回転させながら鋼棒1を定着することもある。   As shown in FIG. 9, the steel rods 1 are fixed so that the upper part is exposed to the ground in the holes 2 obtained by the drilling while drilling from the slope A toward the ground. In addition to inserting the rod 1 and filling the grout material 3 in the hole 2, a drill is attached to the tip of the steel rod 1 as shown in FIG. 2, and the steel rod 1 is fixed while rotating the steel rod 1. Sometimes.

次に、中心の透孔4に鋼棒1の地上突出部分を貫通させて斜面A上に座材5を接地させると共に、鋼棒1に固定手段6を介し(斜面Aに座材5を押し付けるように)固定する。   Next, the ground protruding portion of the steel bar 1 is penetrated through the central through hole 4 to ground the seating material 5 on the slope A, and the steel bar 1 is pressed through the fixing means 6 (pressing the seating material 5 against the slope A). To fix).

上記の固定手段6は、図示の場合鋼棒1の地上突出端からナットをねじ込んで固定する方式を採用したが、クランプ金具などの固定金具を用いて固定することもある。   The fixing means 6 employs a method in which a nut is screwed and fixed from the ground protruding end of the steel rod 1 in the illustrated case, but may be fixed using a fixing metal fitting such as a clamp metal fitting.

そして、図2に示すように、座材5の中央部から下方に突出する碗状の膨出部7を設けて、この膨出部7を斜面Aの凹入部8に嵌め込む。   Then, as shown in FIG. 2, a bowl-shaped bulging portion 7 that protrudes downward from the central portion of the seating member 5 is provided, and the bulging portion 7 is fitted into the recessed portion 8 of the slope A.

すると、斜面Aに対し座材5の定着位置決めができて定位置に安定させることができると共に、斜面Aに対する座材5のすべりがなく、鋼棒1に横方向の応力がかからない。   Then, the seating material 5 can be fixedly positioned with respect to the slope A and stabilized at a fixed position, and there is no slip of the seating material 5 with respect to the slope A, so that the steel bar 1 is not subjected to lateral stress.

なお、図9に示すように、鋼棒1の膨出部7の下面から下方所定の範囲に例えばメッキによる膜61を設けて、鋼棒1とグラウト材3との結合をなくすることも(鋼棒1の伸縮を阻害しないため)ある。   In addition, as shown in FIG. 9, the film | membrane 61 by plating, for example is provided in the predetermined downward range from the lower surface of the bulging part 7 of the steel bar 1, and the coupling | bonding of the steel bar 1 and the grout material 3 may be eliminated ( This is because the expansion and contraction of the steel rod 1 is not hindered.

そして、先端にドリルのない(図9に示すように)鋼棒1を使用することもある。   A steel rod 1 without a drill at the tip (as shown in FIG. 9) may be used.

また、座材5側の上面円周線上の点在位置に連結金具9を設けて、この連結金具9には、所望の方向にのびるように配置して斜面A上に重なる各支圧部材10の内端を連結する。   Further, connecting metal fittings 9 are provided at dotted positions on the upper surface circumferential line on the side of the seating material 5, and each supporting member 10 arranged on the connecting metal fitting 9 to extend in a desired direction and overlaps the slope A. Connect the inner ends of.

上記の連結金具9は、図2、3に示すように鋼棒1の地上突出端から中心の透孔11を嵌装する上下二枚の円板12、12と、この両円板12、12の周縁部全周に等間隔を存して設けた貫通孔13と、この貫通孔13に挿通したボルトとナットとからなる締付具14とで構成され、上下の円板12、12間に支圧部材10の末端部を介在させて、支圧部材10の末端の透孔15に締付具14を貫通させて連結すると共に座材5上に下側の円板12を載置するようにしたが、その他の方式の連結手段、例えば座材5上の点在的な配置の突軸に支圧部材10の末端の透孔を嵌合する方式(図示省略)や、図9に示すように、中心の透孔(図示省略)に鋼棒1を貫通させて膨出部7の上面開放を閉鎖するように円板12を載置し、支圧部材10の末端透孔に挿通したボルト67を、円板12のネジ孔68にねじ込んで連結する方式を採用してもよい。   As shown in FIGS. 2 and 3, the connecting fitting 9 includes two upper and lower disks 12, 12 for fitting a central through hole 11 from the ground protruding end of the steel bar 1, and both the disks 12, 12. Is formed of a through hole 13 provided at equal intervals around the entire circumference of the peripheral portion of the rim, and a fastener 14 composed of a bolt and a nut inserted through the through hole 13. The end portion of the support member 10 is interposed, and the fastener 14 is passed through and connected to the through hole 15 at the end of the support member 10, and the lower disk 12 is placed on the seat member 5. However, other types of connecting means, for example, a method (not shown) in which the through hole at the end of the support member 10 is fitted to the projecting shafts arranged in a scattered manner on the seat member 5, or as shown in FIG. As described above, the disk 12 is placed so that the steel rod 1 passes through the center through hole (not shown) and the upper surface opening of the bulging portion 7 is closed. The bolt 67 inserted through the TanToruana may be adopted a method of connecting by screwing into the screw hole 68 of the disc 12.

要するに、座材5側に図4の四方向やその他の数の放射状(例えば図5のように)方向に配列(配置)する支圧部材10の末端を連結するものであればよい。   In short, what is necessary is just to connect the end of the bearing member 10 arranged (arranged) in the four directions of FIG. 4 and other radial (for example, as shown in FIG. 5) directions to the seating material 5 side.

さらに、鋼棒1の地上突出側には、中心の透孔16に鋼棒1を貫通させて各支圧部材10の末端部上面を周縁下面によって押え込む押え材17が設けてあり、鋼棒1の地上突出端からねじ込むナット18の締め付けによって押え材17を降送する。   Further, on the ground projecting side of the steel bar 1, there is provided a presser member 17 that penetrates the steel bar 1 through the central through hole 16 and presses the upper end surface of each supporting member 10 with the lower peripheral edge surface. The presser material 17 is moved down by tightening the nut 18 screwed from the projecting end of the ground 1.

その際、ナット18の下方移動(締め付け)にともない各支圧部材10に下向き押圧力(図2矢符方向(イ))を作用させる弾圧付与機能19が設けてある。   At that time, an elastic pressure imparting function 19 is provided to apply a downward pressing force (arrow direction (A) in FIG. 2) to each supporting member 10 as the nut 18 moves downward (tightening).

上記の弾圧付与機能19としては、図2に示す場合、鋼棒1に嵌装してナット18と押え材17との間にコイルスプリング65を介在したが、スプリングにかえて図9に示すように皿バネ66や、押え材17の周縁(支圧部材10の押え込み接触部分)に押え材17の降送にともない復元力に抗して圧縮変形する弾性変形材(バネ鋼)を設けて同目的を達成するようにすることもある。   In the case shown in FIG. 2, the above-described elastic pressure imparting function 19 is fitted to the steel rod 1 and the coil spring 65 is interposed between the nut 18 and the presser member 17, but instead of the spring, as shown in FIG. The disc spring 66 and an elastic deformation material (spring steel) that compresses and deforms against the restoring force of the presser material 17 when the presser material 17 descends are provided on the periphery of the presser material 17 (pressing contact portion of the support member 10). Sometimes it is possible to achieve a goal.

なお、押え材17は、図示の場合金属製の倒立碗状に形成され、周壁に等間隔を存して貫窓20(重量軽減などのため)を設けたが、形状は限定されない。   In addition, although the presser material 17 was formed in the shape of a metal inverted bowl in the case of illustration and provided the penetration window 20 (for weight reduction etc.) in the surrounding wall at equal intervals, a shape is not limited.

また、鋼棒1に座材5を固定する固定手段6としては、図9に示すように、膨出部7内の底部にグリス21を充填し、次いで膨出部7内に中心の透孔4に鋼棒1を貫通させて蓋板22を落し込んだのち、鋼棒1の蓋板22の上側にねじ込んであるナット23をねじ込みながら、下方に押圧した蓋板22の周縁を膨出部7の内面を圧接するようにしたが、図2、図9のいずれの固定方式を採用してもよい。   Further, as the fixing means 6 for fixing the seat member 5 to the steel rod 1, as shown in FIG. 9, the bottom portion in the bulging portion 7 is filled with grease 21, and then the central through hole in the bulging portion 7. 4, the steel bar 1 is penetrated and the cover plate 22 is dropped. Then, the nut 23 screwed on the upper side of the cover plate 22 of the steel bar 1 is screwed in, and the periphery of the cover plate 22 pressed downward is bulged out. Although the inner surface of 7 is press-contacted, any of the fixing methods shown in FIGS. 2 and 9 may be adopted.

さらに、押え材17の他の例として、図9及び図10に示すように、接地用の環状座板62と、この環状座板62上にストッパ63によりすべり移動を止めて載置した倒立碗状板64との二部品で構成し、その要因は、取り扱い(搬入)が容易になるように軽量化をはかることにある。勿論、碗状板64に貫窓20を設けて軽量化をはかる。   Further, as another example of the presser member 17, as shown in FIGS. 9 and 10, as shown in FIG. 9 and FIG. 10, a grounding annular seat plate 62, and an inverted saddle placed on the annular seat plate 62 by stopping the sliding movement by a stopper 63. It consists of two parts with the shape plate 64, and the factor is to reduce weight so that handling (carrying in) becomes easy. Of course, the penetrating plate 64 is provided with the through-hole 20 to reduce the weight.

上記のストッパ63は、環状座板62の上面点在位置に上向きに突出させた突起により形成し、このストッパ63に碗状板64の周縁が当接或いは臨むようになっている。   The stopper 63 is formed by a protrusion protruding upward at the upper surface dotted position of the annular seat plate 62, and the peripheral edge of the bowl-shaped plate 64 contacts or faces the stopper 63.

そして、碗状板64の中心には、鋼棒1の貫通透孔16が設けてある。   A through-hole 16 of the steel rod 1 is provided at the center of the bowl-shaped plate 64.

また、支圧部材10は、図8に示すように一枚の強靱な板材41(鋼板などにより)により形成したが、より強靱化する場合は、板厚を厚くするか、図12に示すように、複数の板材41を重ね合わせ、かつスポット溶接などで一体化して使用すればよい。   In addition, the bearing member 10 is formed of a single tough plate material 41 (with a steel plate or the like) as shown in FIG. 8, but if it is tougher, the plate thickness is increased, or as shown in FIG. In addition, a plurality of plate materials 41 may be used by being overlapped and integrated by spot welding or the like.

上記のように構成すると、座材5の連結金具9に末端を連結して放射状(三方向や、四方向など)に配置してある支圧部材10を、ナット18のねじ込みによっての降送する押え材17によって押え込むと共に、押え込みによって斜面Aに各支圧部材10を押し付けて斜面Aの安定をはかる。   If comprised as mentioned above, the support member 10 which connected the terminal to the connection metal fitting 9 of the seating material 5 and is arranged radially (three directions, four directions, etc.) will be lowered by screwing in the nut 18. In addition to being pressed down by the presser material 17, each supporting member 10 is pressed against the slope A by pressing and the slope A is stabilized.

また、弾圧付与機能19によって各支圧部材10を押え込んであるため、地盤変動(斜面Aの)に追随して支圧部材10が上下動する。   Moreover, since each supporting member 10 is pressed down by the elastic pressure imparting function 19, the supporting member 10 moves up and down following the ground change (on the slope A).

従って、支圧部材10に無理な力が作用しても連結部分が損傷することなく、常に安定した状態で斜面Aに支圧部材10による加圧力を作用させることができる。   Therefore, even if an unreasonable force is applied to the support member 10, the connecting portion is not damaged, and the pressure applied by the support member 10 can be applied to the slope A in a stable state.

この発明の第2の実施形態では、図6及び図7に示すように、隣接する鋼棒1からのびる支圧部材10の対向端同志を適宜の接続手段31を介し接続する。   In 2nd Embodiment of this invention, as shown in FIG.6 and FIG.7, the opposing ends of the bearing member 10 extended from the adjacent steel bar 1 are connected through the suitable connection means 31. As shown in FIG.

上記の接続手段31は、図示の場合ターンバックル32を用いたが、クランプ金具や圧着金具などで接続することもある。   Although the turnbuckle 32 is used as the connection means 31 in the illustrated example, the connection means 31 may be connected by a clamp metal fitting or a crimp fitting.

すると、斜面Aの安定化が大幅にアップする。   Then, the stabilization of the slope A is significantly improved.

この発明の第3の実施形態では、図1、図3及び図8に示すように、支圧部材10が、強靱な板材41、例えば鋼板により形成され、板材41には、表裏面が貫通する多数の吸水路42と、吹付材Bの定着部43とで構成されている。   In the third embodiment of the present invention, as shown in FIGS. 1, 3, and 8, the supporting member 10 is formed of a tough plate material 41, for example, a steel plate, and the plate material 41 has front and back surfaces penetrating. It is composed of a large number of water absorption paths 42 and a fixing portion 43 for the spray material B.

上記の定着部43は、両側部に溝条を設けて形成したが、例えば板材41の両側縁を起立させて設けることもあり、要するに周知の吹付材B(例えば土に肥料、保水材、緑化用の種子やマンネングサなどの混入したもの)が板材41の上面に定着(残留しやすくする)しやすくなっている。   The fixing unit 43 is formed by providing grooves on both sides. However, for example, the both side edges of the plate material 41 may be provided upright. In short, the well-known spraying material B (for example, fertilizer, water retaining material, greening on soil) For example, the seeds and the rubbing seeds mixed in) are easily fixed on the upper surface of the plate material 41 (to easily remain).

なお、支圧部材10の末端に設ける連結用の透孔15は、図3に示す場合板材41の裏面先端と末端とを結ぶ中央線上に下面が開放する溝45を設けて、この溝45に嵌め込んで溶接した鋼棒材44の末端に突片を溶接して、この突片に設けたが、図9、図11に示すように、突片69を溶接により取付けたナット70を鋼棒材44の末端にねじ込むこともできる。   The connecting through-hole 15 provided at the end of the bearing member 10 is provided with a groove 45 whose lower surface is opened on the center line connecting the back end and the end of the plate 41 in the case shown in FIG. A protruding piece was welded to the end of the steel bar 44 fitted and welded, and provided on the protruding piece. As shown in FIGS. 9 and 11, a nut 70 to which a protruding piece 69 was attached by welding was attached to the steel rod. It can also be screwed into the end of the material 44.

この発明の第4の実施形態では、図13に示すように、左右の高所座材5側と低所座材5側とに緊張部材71の両端を係止する。   In the fourth embodiment of the present invention, as shown in FIG. 13, both ends of the tension member 71 are locked to the left and right high seat members 5 and the low seat members 5.

上記の緊張部材71としては、図示の場合、係止手段74としての座材5側として、座材5或いは図示の円板12(図示の場合、円板12側に接続したが、座材5側に接続することもある)にピンと、このピンに嵌合する輪状部とからなる或いは輪状部と、この輪状部に挿入して座材にねじ込むボルト又は座材に貫通させた締付金具にそれぞれ外端(一端)を係止した杆材72と、この両杆材72の内端(他端)のネジ部にねじ込んだターンバックル73とで構成したが、同目的を達成するその他の構成であってもよい。   As the tension member 71 in the illustrated case, as the side of the seating member 5 as the locking means 74, the seating member 5 or the illustrated disk 12 (in the illustrated case, connected to the disk 12 side, A pin and a ring-shaped part fitted to the pin, or a ring-shaped part and a bolt inserted into the ring-shaped part and screwed into the seat member or a fastening metal fitting passed through the seat member Each of the ribs 72 is engaged with the outer end (one end) and the turnbuckle 73 is screwed into the threaded portion of the inner ends (the other end) of the two ribs 72. It may be.

すると、斜面Aの安定化を大幅にアップすることができる。   Then, the stabilization of the slope A can be significantly improved.

この発明の第1の実施形態を示す平面図The top view which shows 1st Embodiment of this invention 同上の要部を示す縦断側面図Longitudinal side view showing the main part 同一部切欠拡大平面図Same part cutout enlarged plan view 支圧部材の配置を示す平面図Plan view showing the arrangement of bearing members 支圧部材の他の配置を示す平面図The top view which shows other arrangement | positioning of a bearing member 第2の実施形態を示す支圧部材の先端接続を示す平面図The top view which shows the front-end | tip connection of the bearing member which shows 2nd Embodiment 同上の要部を示す一部切欠拡大側面図Partially cut away enlarged side view showing the main part 第3の実施形態を示す支圧部材の縦断拡大正面図Longitudinal enlarged front view of a bearing member showing a third embodiment 押え材の他の例を示す縦断正面図Longitudinal front view showing another example of presser material 押え材の平面図Top view of presser foot 支圧部材の平面図Plan view of bearing member 支圧部材の縦断拡大正面図Longitudinal enlarged front view of bearing member 第4の実施形態を示す平面図The top view which shows 4th Embodiment

符号の説明Explanation of symbols

A 斜面
B 吹付材
1 鋼棒
2 穴
3 グラウト材
4 透孔
5 座材
6 固定手段
7 膨出部
8 凹入部
9 連結金具
10 支圧部材
11、15 透孔
12 円板
13 貫通孔
14 締付具
16 透孔
17 押え材
18 ナット
19 弾圧付与機能
20 貫窓
21 グリス
22 蓋板
23 ナット
31 接続金具
32 ターンバックル
41 板材
42 吸水路
43 定着部
44 鋼棒材
45 溝
61 膜
62 環状座板
63 ストッパ
64 碗状板
65 コイルスプリング
66 皿バネ
67 ボルト
68 ネジ孔
69 突片
70 ナット
71 緊張部材
72 杆材
73 ターンバックル
74 係止手段
A slope B spraying material 1 steel rod 2 hole 3 grout material 4 through hole 5 seating material 6 fixing means 7 bulging part 8 recessed part 9 coupling metal 10 pressure bearing member 11, 15 through hole 12 disc 13 through hole 14 tightening Tool 16 Through-hole 17 Presser material 18 Nut 19 Elasticity imparting function 20 Transmissible window 21 Grease 22 Lid plate 23 Nut 31 Connecting metal fitting 32 Turnbuckle 41 Plate material 42 Water absorption path 43 Fixing part 44 Steel bar material 45 Groove 61 Membrane 62 Ring seat plate 63 Stopper 64 Cage plate 65 Coil spring 66 Belleville spring 67 Bolt 68 Screw hole 69 Projection piece 70 Nut 71 Tension member 72 Fitting material 73 Turnbuckle 74 Locking means

Claims (6)

斜面の所定位置に定着した鋼棒と、中心の透孔に上記鋼棒の地上突出部分を貫通させて上記斜面に接地すると共に、前記鋼棒に適宜の固定手段を介し固定した座材と、この座材側の上面円周線上の点在位置に設けてある適宜の連結金具を介しそれぞれの内端を連結した帯状の支圧部材と、中心の透孔に上記鋼棒の地上突出部分を貫通させて周縁下面を上記それぞれの支圧部材の内端部分に当接する押え材と、上記鋼棒の地上突出端からねじ込んで上記押え材を降送する定着ナットと、上記ナットの下方移動にともない上記各支圧部材に下向き押圧力を作用させるように設けた弾圧付与機能とからなる斜面安定装置。 A steel bar fixed at a predetermined position on the slope, a grounding portion that penetrates a ground protruding portion of the steel bar through a central through hole, and is grounded to the slope, and a seating material fixed to the steel bar via an appropriate fixing means, A belt-shaped bearing member in which the inner ends are connected via appropriate connecting fittings provided at dotted positions on the upper surface circumferential line on the seating material side, and a ground protruding portion of the steel rod in the central through hole Presser material that penetrates the bottom surface of the periphery and abuts against the inner end portion of each of the bearing members, a fixing nut that is screwed from the ground protruding end of the steel rod and descends the presser material, and a downward movement of the nut A slope stabilizer comprising an elastic pressure imparting function provided to apply a downward pressing force to each of the bearing members. 前記隣接鋼棒側から放射状に広がる支圧部材の対向先端同志を適宜の接続手段を介し接続したことを特徴とする請求項1に記載の斜面安定装置。 2. The slope stabilizing device according to claim 1, wherein opposing tip ends of the supporting members that radiate from the adjacent steel rod side are connected through appropriate connecting means. 前記支圧部材に下面が貫通する吸水路及び上面に吹付材の定着部を設けたことを特徴とする請求項1に記載の斜面安定装置。 The slope stabilizing device according to claim 1, wherein a water absorption path having a lower surface penetrating the pressure bearing member and a spraying material fixing portion on the upper surface are provided. 前記座材の下面に斜面の凹入部に嵌り込む碗状の膨出部を設けたことを特徴とする請求項1に記載の斜面安定装置。 The slope stabilizing device according to claim 1, wherein a flange-like bulging portion that fits into a recessed portion of the slope is provided on the lower surface of the seating material. 前記押え材が、接地用の環状座板と、この環状座板上にストッパによりすべり移動を止めて載置した倒立碗状板とで構成され、上記倒立碗状板の中心透孔に鋼棒を貫通させたことを特徴とする請求項1に記載の斜面安定装置。 The presser material is composed of an annular seat plate for grounding and an inverted saddle-like plate placed on the annular seat plate by stopping the sliding movement by a stopper, and a steel rod is inserted in the central through hole of the inverted saddle-like plate The slope stabilizer according to claim 1, wherein the slope stabilizer is made to penetrate. 前記左右の高所座材側と低所座材側とに緊張部材の両端を係止したことを特徴とする請求項1に記載の斜面安定装置。 The slope stabilizing device according to claim 1, wherein both ends of the tension member are engaged with the left and right high seat members and the low seat members.
JP2004068314A 2003-03-14 2004-03-11 Slope stabilizer and connection structure of slope stabilizer Expired - Lifetime JP4381181B2 (en)

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JP2004056211 2004-03-01
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Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2013047413A (en) * 2011-08-29 2013-03-07 Yuji Arahama Pressure plate
KR101513065B1 (en) * 2013-08-16 2015-04-20 윤용수 Pressure plate for reinforcing slopesurface and installation structure of the same
JP2015132083A (en) * 2014-01-10 2015-07-23 イビデングリーンテック株式会社 Slope stabilization structure and pressure plate for slope stability
CN113184721A (en) * 2021-03-24 2021-07-30 深圳市粤建建筑工程有限公司 Steel reinforcement cage hoisting equipment and hoisting method thereof

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2013047413A (en) * 2011-08-29 2013-03-07 Yuji Arahama Pressure plate
KR101513065B1 (en) * 2013-08-16 2015-04-20 윤용수 Pressure plate for reinforcing slopesurface and installation structure of the same
JP2015132083A (en) * 2014-01-10 2015-07-23 イビデングリーンテック株式会社 Slope stabilization structure and pressure plate for slope stability
CN113184721A (en) * 2021-03-24 2021-07-30 深圳市粤建建筑工程有限公司 Steel reinforcement cage hoisting equipment and hoisting method thereof

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