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JP5759310B2 - Pressure plate - Google Patents
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JP5759310B2 - Pressure plate - Google Patents

Pressure plate Download PDF

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JP5759310B2
JP5759310B2 JP2011185477A JP2011185477A JP5759310B2 JP 5759310 B2 JP5759310 B2 JP 5759310B2 JP 2011185477 A JP2011185477 A JP 2011185477A JP 2011185477 A JP2011185477 A JP 2011185477A JP 5759310 B2 JP5759310 B2 JP 5759310B2
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pressure receiving
ground
hole
receiving plate
arm
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JP2013047413A (en
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優治 荒浜
優治 荒浜
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Description

本発明は、受圧板に関し、特に、法面が平らでなくとも固定性が高い受圧板に関する。   The present invention relates to a pressure receiving plate, and more particularly, to a pressure receiving plate having high fixability even if the slope is not flat.

従来、法面補強に際しては、法面にアンカーボルトを深く打ち込み、受圧板をあててナットにより締め付け固定をしていた。   Conventionally, when reinforcing a slope, an anchor bolt is driven deeply into the slope, and a pressure receiving plate is applied to fasten and fix with a nut.

しかしながら、従来の技術では以下の問題点があった。
法面は、前施工により可能な限り平面にすることが好ましいが、岩石が介在する場合や、カーブのある道路左右の法面にみられるように進行方向に対して斜面自体が曲率を有する場合がある。
However, the conventional technique has the following problems.
It is preferable to make the slope as flat as possible by pre-construction, but when rocks intervene, or when the slope itself has a curvature with respect to the traveling direction as seen on the left and right slopes of a curved road There is.

ここで、一般的な受圧板は、十字型か、正方形型であって、接地面が同一平面上にあるため、浮きが生じる部分があるなど、必ずしも全面にわたって固定されない、すなわち、固定性に劣る場合があるという問題点があった。   Here, a general pressure receiving plate is a cross shape or a square shape, and since the ground contact surface is on the same plane, there is a portion where floating occurs, and thus it is not necessarily fixed over the entire surface, that is, it is inferior in fixability. There was a problem that there was a case.

また、施工直後は、法面を強固に押さえつけている場合でも、雨や草木の繁茂の影響により、固定が弱くなるという問題点があった。   In addition, immediately after the construction, even when the slope is firmly pressed, there is a problem that the fixing becomes weak due to the influence of rain and the growth of vegetation.

特開2003−313877号JP 2003-313877 A 特開2002−227211号JP 2002-227211 特開2004−150200号JP 2004-150200 A 特開2004−27600号JP 2004-27600 A 特開2001−329542号JP 2001-329542 A

本発明は上記に鑑みてなされたものであって、施工面の起伏や曲率に追従して長期にわたり安定的な法面補強が可能な受圧板を提供することを目的とする。   This invention is made | formed in view of the above, Comprising: It aims at providing the pressure receiving plate which can follow the undulation and curvature of a construction surface, and can perform stable slope reinforcement over a long period of time.

請求項1に記載の受圧板は、アンカーボルトを挿入する孔部を中央に有し、ナットの締め付けにより地面側に下降する基台部と、基台部地面側であって孔部から所定間隔離れた位置に配され、地面側へ向けて圧力をかける複数の押圧体と、孔部を中心とした径方向に延伸する複数のアーム体であって、径基端側がそれぞれ孔部穿孔方向に垂直な方向に軸支されて径先端側が上下に回動可能であるとともに、中途に押圧体下端がそれぞれ当接ないし結合したアーム体と、アーム体それぞれの径先端側に取り付けられ、地面を押さえつける板体と、を設けたことを特徴とする。   The pressure receiving plate according to claim 1 has a hole portion into which an anchor bolt is inserted in the center, a base portion that descends to the ground side by tightening a nut, and a base portion ground side that is a predetermined distance from the hole portion. A plurality of pressing bodies that are arranged at distant positions and apply pressure toward the ground side, and a plurality of arm bodies that extend in the radial direction around the hole, each having a radial proximal end side in the hole drilling direction It is pivotally supported in a vertical direction, and the tip end side of the diameter can be turned up and down, and the lower end of the pressing body abuts or is joined in the middle and attached to the tip end side of each arm body to press the ground. And a plate body.

すなわち、請求項1にかかる発明は、独立したアーム体それぞれが施工面の起伏や曲率に追従するため長期にわたり安定的な法面補強が可能となる。   In other words, the invention according to claim 1 enables stable slope reinforcement over a long period of time because each independent arm body follows the undulation and curvature of the construction surface.

なお、孔部穿孔方向に垂直な方向、とは、受圧板を傾斜のない地面に設置した場合に孔部穿孔方向は鉛直方向となるため、水平方向(地面に対して水平方向)となる位置関係意味する。上下に回動可能とは、同様に、地面に対して上下(実際には弧を描く上下)に可動することをいう。また、アーム体の基端側の軸受は、適宜基台部から延伸または基台部と一体化させることができる。   The direction perpendicular to the hole drilling direction is a position that is horizontal (horizontal with respect to the ground) because the hole drilling direction is the vertical direction when the pressure receiving plate is installed on the ground without inclination. Meaning relationship. Similarly, being able to rotate up and down means moving up and down (actually up and down drawing an arc) with respect to the ground. Further, the bearing on the base end side of the arm body can be appropriately extended from the base portion or integrated with the base portion.

また、押圧体やアーム体は、孔部を中心として回転対称な位置に複数設けられている態様であってもよい。これにより、法面を均等に押圧する受圧板を提供することができる。回転対称とは、たとえば、120°回転対称(アーム体3本)、90°回転対称(アーム体4本)とすることができる。   Moreover, the aspect provided with two or more in the rotationally symmetrical position centering on a hole part may be sufficient as a press body and an arm body. Thereby, the pressure receiving plate which presses a slope uniformly can be provided. The rotational symmetry can be, for example, 120 ° rotational symmetry (three arm bodies) or 90 ° rotational symmetry (four arm bodies).

また、板体とは、所定の接触面積を有して地面を押さえつけることができれば、必ずしも板でなく、たとえば、網目状であるなど、孔などがあっても良い。この意味で板体とは、板様体と表現することもできる。また、板体は、アーム体から着脱可能であって、接地面の状態に応じて形状および面積を異ならせるようにしてもよい。これにより、法面に即して設計自由度の高い補強が可能となる。   In addition, the plate body is not necessarily a plate as long as it has a predetermined contact area and can hold down the ground surface, and may have a hole such as a mesh shape. In this sense, the plate body can also be expressed as a plate-like body. The plate body may be detachable from the arm body, and the shape and area may be varied depending on the state of the ground plane. As a result, reinforcement with a high degree of freedom in design according to the slope becomes possible.

請求項2に記載の受圧板は、アンカーボルトを挿入する孔部を中央に有し、ナットの締め付けにより地面側に下降する基台部と、基台部地面側であって孔部と中心を一致させた、地面側へ向けて圧力をかける円筒形押圧体と、孔部を中心とした径方向に延伸する複数のアーム体であって、径基端側がそれぞれ孔部穿孔方向に垂直な方向に軸支されて径先端側が上下に回動可能であるとともに、中途に円筒形押圧体下端がそれぞれ当接ないし結合したアーム体と、アーム体それぞれの径先端側に取り付けられ、地面を押さえつける板体と、を設けたことを特徴とする。   The pressure receiving plate according to claim 2 has a hole portion into which an anchor bolt is inserted in the center, a base portion that descends to the ground side by tightening a nut, a base portion on the ground side, and the hole portion and the center. A cylindrical pressing body that applies pressure toward the ground side and a plurality of arm bodies that extend in the radial direction centered on the hole, and each of the radial base ends is perpendicular to the hole drilling direction. The end of the diameter is pivoted up and down, and the lower end of the cylindrical presser is in contact with or joined to the middle, and the plate attached to the end of the end of each end of the arm and pressing the ground And a body.

すなわち、請求項2にかかる発明は、独立したアーム体により、施工面の起伏に追従して長期にわたり安定的な法面補強が可能となる。なお、円筒形押圧体とは、たとえば、大型の1つのコイルバネとすることができ、このほか、複数のコイルバネが同一円周上に並べられ、下面を穴あき円盤として各コイルバネがこれに結合して、アーム体を均等に押し下げる構成とすることもできる。   In other words, the invention according to claim 2 enables stable slope reinforcement over a long period of time by following the undulations of the construction surface by the independent arm body. The cylindrical pressing body can be, for example, a single large coil spring. In addition, a plurality of coil springs are arranged on the same circumference, and each coil spring is coupled to this with a lower surface as a perforated disk. Thus, the arm body can be pushed down evenly.

請求項3に記載の受圧板は、請求項1または2に記載の受圧板において、押圧体として、コイルバネを用いたことを特徴とする。   A pressure receiving plate according to claim 3 is characterized in that, in the pressure receiving plate according to claim 1 or 2, a coil spring is used as a pressing body.

すなわち、請求項3にかかる発明は、簡便な構成で法面を押圧することが可能となる。   That is, the invention according to claim 3 can press the slope with a simple configuration.

本発明によれば、施工面の起伏や曲率に追従して長期にわたり安定的な法面補強が可能な受圧板を提供することが可能となる。具体的には、独立したアーム体それぞれを施工面の起伏や曲率に追従させて長期にわたり安定的な法面補強が可能となる(請求項1)。また、独立したアーム体により、施工面の起伏に追従して長期にわたり安定的な法面補強が可能となる(請求項2)。また、簡便な構成で法面を押圧することが可能となる(請求項3)。   ADVANTAGE OF THE INVENTION According to this invention, it becomes possible to provide the pressure receiving plate which can follow the undulation and curvature of a construction surface, and can perform stable slope reinforcement over a long period of time. Specifically, each of the independent arm bodies is made to follow the undulation and curvature of the construction surface, and stable slope reinforcement can be achieved over a long period of time (claim 1). In addition, the independent arm body can provide stable slope reinforcement over a long period of time following the undulations of the construction surface (claim 2). Further, the slope can be pressed with a simple configuration (claim 3).

実施の形態1の受圧板を示した平面模式図である。2 is a schematic plan view showing a pressure receiving plate according to Embodiment 1. FIG. 図1に示した受圧板を側面からみた模式断面図である。It is the schematic cross section which looked at the pressure receiving plate shown in FIG. 1 from the side surface. 実施の形態2の受圧板を示した平面模式図である。FIG. 6 is a schematic plan view showing a pressure receiving plate of a second embodiment. 図3に示した受圧板を側面からみた模式断面図である。It is the schematic cross section which looked at the pressure receiving plate shown in FIG. 3 from the side surface.

以下、本発明の実施の形態を図面を参照しながら詳細に説明する。
<実施の形態1>
図1は、本発明の受圧板の一例を示した平面模式図である。図2は、図1に示した受圧板の模式断面図である。なお、図1および図2では、受圧板を鉛直下向きに伏せた状態として、すなわち、地面が水平面であるとして説明する。
Hereinafter, embodiments of the present invention will be described in detail with reference to the drawings.
<Embodiment 1>
FIG. 1 is a schematic plan view showing an example of a pressure receiving plate of the present invention. FIG. 2 is a schematic cross-sectional view of the pressure receiving plate shown in FIG. In FIGS. 1 and 2, the pressure receiving plate will be described as being in a vertically downward state, that is, assuming that the ground is a horizontal plane.

受圧板100は、中央の基台部101と、四本のアーム102と、四本のシリンダ形状のバネ103と、4枚の接地板104と、を基本構成としている。   The pressure receiving plate 100 has a basic configuration including a central base 101, four arms 102, four cylinder-shaped springs 103, and four ground plates 104.

基台部101は、アンカーボルトBを挿通する固定穴111と、固定穴111上部の凹部であるナット受112と、下面に設けられたアーム受113と、を有する。また、バネ103は、アーム受113より基台部101の周縁側の下面に、その軸を略鉛直に向けて取り付けられている。   The base portion 101 includes a fixing hole 111 through which the anchor bolt B is inserted, a nut receiver 112 that is a concave portion above the fixing hole 111, and an arm receiver 113 provided on the lower surface. The spring 103 is attached to the lower surface on the peripheral side of the base portion 101 with respect to the arm receiver 113 with its axis oriented substantially vertically.

アーム受113は、アーム102が他端を上下に回動可能に軸支し、回動軸114は、固定穴111の軸とねじれの位置としつつ直交、すなわち、水平方向、かつ、固定穴111の軸からみて径方向に対して直角に配された状態としている。なお、アーム102の基台部101への取付け後(回動軸114への挿通後)は、抜け防止のためのアタッチメント115をはめ込む。   The arm receiver 113 pivotally supports the other end of the arm 102 so that the other end can be pivoted up and down, and the pivot shaft 114 is orthogonal to the axis of the fixing hole 111, that is, in the horizontal direction and the fixing hole 111. It is set as the state arranged at right angles with respect to radial direction seeing from the axis of. In addition, after the arm 102 is attached to the base portion 101 (after being inserted into the rotating shaft 114), an attachment 115 for preventing removal is fitted.

アーム102は、基端側(固定穴111側)に、回動軸114に挿し込む孔121が設けられ、先端側は、継手122を形成し、接地板104を所定範囲内で自由に首振りできるようにしつつ着脱可能に結合させている。これにより、接地板104は、地面に凹凸ないし曲率がある場合であっても、最も強固に地面に圧着する。また着脱可能にすることにより、所望の地面被覆が可能となる。   The arm 102 is provided with a hole 121 to be inserted into the rotation shaft 114 on the base end side (fixed hole 111 side), and a joint 122 is formed on the distal end side so that the ground plate 104 can freely swing within a predetermined range. It is detachably coupled while being able to. Thereby, even if the ground plate 104 has an unevenness | corrugation or curvature in the ground, it is crimped | bonded to the ground most firmly. Further, by making it detachable, a desired ground covering is possible.

また、アーム102は、中途にバネ103の下端を取り付ける取付部123が設けられている。これにより、ナットNの締め付けにより基台部101が下降すると、四本のアーム102がそれぞれ独立して接地板104を地面に押し付けることとなる。   Further, the arm 102 is provided with a mounting portion 123 for attaching the lower end of the spring 103 in the middle. Thus, when the base portion 101 is lowered by tightening the nut N, the four arms 102 independently press the ground plate 104 against the ground.

バネ103は、中空円柱状の上シリンダ131と、下シリンダ132とでコイルばね133を封入し、軸方向に弾性力を伝達する。   The spring 103 encloses a coil spring 133 with a hollow cylindrical upper cylinder 131 and a lower cylinder 132, and transmits an elastic force in the axial direction.

接地板104は、中心にアーム接合部141が凸設された網状の剛性の高い金属製平板142からなる。網状であることにより草が繁茂し、雨による土砂流出、ひいては締め付け力の減衰が防止できる。   The ground plate 104 is composed of a net-like high-rigidity metal flat plate 142 with an arm joint 141 projecting from the center. By being net-like, the grass grows, and it is possible to prevent sediment runoff due to rain and eventually the tightening force to be attenuated.

受圧板100は、ステンレススチールに溶融亜鉛メッキを施したものを用いることができる。また使用の態様により、FRP製とすることもできる。大きさも特に限定されないが、対向するアーム102の先端間が1000mm程度とすることができる。   As the pressure receiving plate 100, a material obtained by subjecting stainless steel to hot dip galvanization can be used. Moreover, it can also be made from FRP depending on the mode of use. Although the size is not particularly limited, the distance between the tips of the opposing arms 102 can be about 1000 mm.

受圧板100は、以上の構成であるので、弾性力により、個々の接地板104が独立して地面を押さえつけ、かつ、首振りにより個々の接地板104は最も接地面への押圧力を大きくして地面を押さえつける。また、弾性力により浮きを生じさせなくするので、施工面の起伏や曲率に追従して長期にわたり安定的な法面補強が可能となる。   Since the pressure receiving plate 100 is configured as described above, the individual ground plates 104 independently press the ground by elastic force, and the individual ground plates 104 maximize the pressing force to the ground surface by swinging. Hold down the ground. In addition, since floating is not caused by the elastic force, stable slope reinforcement can be performed over a long period of time following the undulation and curvature of the construction surface.

なお、受圧板100の構成は上記に限定されない。バネ103は、シリンダで被覆せずむき出しのままでもよい。また、受圧板100は、接地面の状態により形状や大きさを変えるようにしても良いし、隣り合う受圧板100が重なるような態様であっても良い。また、網目でなく、パンチングメタルを用いてもよい。また、図1では四本足構造の受圧板を説明したが、たとえば、三本のアームとして120度の回転対称としても良い。このほか、平面視においてアーム先端が長方形の角に位置するように180度の回転対称としてもよい。   The configuration of the pressure receiving plate 100 is not limited to the above. The spring 103 may be left uncovered without being covered with a cylinder. In addition, the pressure receiving plate 100 may be changed in shape and size depending on the state of the ground contact surface, or may be in a form in which adjacent pressure receiving plates 100 overlap. Moreover, you may use a punching metal instead of a mesh. Further, although the four-leg pressure receiving plate has been described with reference to FIG. 1, for example, three arms may be 120 degrees rotationally symmetric. In addition, it is good also as 180 degree rotation symmetry so that an arm front-end | tip may be located in a rectangular corner in planar view.

<実施の形態2>
実施の形態1では、バネ103が四本ある態様の受圧板を説明したが、実施の形態2では、バネが1本である受圧板について説明する。なお、同一の構成については、同一の符号を付するものとして、その説明を省略する。図3は、実施の形態2の受圧板の平面模式図である。図4は、図3に示した受圧板を側面からみた模式断面図である。なお、図3および図4でも、受圧板を鉛直下向きに伏せた状態として、すなわち、地面が水平面であるとして説明する。
<Embodiment 2>
In the first embodiment, the pressure receiving plate having four springs 103 has been described. In the second embodiment, a pressure receiving plate having one spring is described. In addition, about the same structure, the description is abbreviate | omitted as what attaches | subjects the same code | symbol. FIG. 3 is a schematic plan view of the pressure receiving plate of the second embodiment. 4 is a schematic cross-sectional view of the pressure receiving plate shown in FIG. 3 as viewed from the side. 3 and 4, the pressure receiving plate will be described as being in a vertically downward state, that is, assuming that the ground is a horizontal plane.

受圧板200は、中央の基台部101と、四本のアーム102と、1本のシリンダ形状の大型バネ203と、4枚の接地板204と、を基本構成としている。   The pressure receiving plate 200 has a basic structure including a central base 101, four arms 102, one large cylinder-shaped spring 203, and four ground plates 204.

大型バネ203は、円筒形の上シリンダ231と、下シリンダ232との間に、大型のコイルばね233を封入してなり、円筒の軸と固定穴の軸を同一として、受圧板100の下面に取り付けられる。そして、大型バネ203の下面は、四本のアーム102の取付部123により四カ所で結合されている。   The large spring 203 is formed by enclosing a large coil spring 233 between a cylindrical upper cylinder 231 and a lower cylinder 232. The cylindrical shaft and the fixing hole shaft are the same, and the large spring 203 is formed on the lower surface of the pressure receiving plate 100. It is attached. The lower surface of the large spring 203 is coupled at four locations by the attachment portions 123 of the four arms 102.

受圧板200は、以上の構成であるので、弾性力により、個々の接地板104が独立して地面を押さえつけ、かつ、首振りにより個々の接地板104は最も接地面への押圧力を大きくして地面を押さえつける。また、弾性力により浮きを生じさせなくするので、施工面の起伏や曲率に追従して長期にわたり安定的な法面補強が可能となる。受圧板200は、バネが一本で共通するため、ナットNを同じ締め付けトルクとした場合に、受圧板100より固定力が弱まる可能性があるが、構成が受圧板100より簡便であるので、適宜法面補強の設計強度に応じて使い分けるようにしても良い。また、締め付けトルクを大きくするようにしてもよい。   Since the pressure receiving plate 200 has the above-described configuration, each ground plate 104 presses the ground independently by elastic force, and each ground plate 104 maximizes the pressing force to the ground surface by swinging. Hold down the ground. In addition, since floating is not caused by the elastic force, stable slope reinforcement can be performed over a long period of time following the undulation and curvature of the construction surface. Since the pressure receiving plate 200 has a common spring, the fixing force may be weaker than that of the pressure receiving plate 100 when the nut N is set to the same tightening torque, but the configuration is simpler than the pressure receiving plate 100. You may make it use properly according to the design strength of slope reinforcement suitably. Further, the tightening torque may be increased.

なお、受圧板200も、受圧板100と同様に種々の構成を採用することができることはいうまでもない。   Needless to say, the pressure receiving plate 200 can employ various configurations in the same manner as the pressure receiving plate 100.

本発明によれば、施工面の起伏や曲率に追従して長期にわたり安定的な法面補強が可能な受圧板を提供することが可能となる。   ADVANTAGE OF THE INVENTION According to this invention, it becomes possible to provide the pressure receiving plate which can follow the undulation and curvature of a construction surface, and can perform stable slope reinforcement over a long period of time.

100、200 受圧板
101 基台部
102 アーム
103、203 バネ
104、204 接地板
111 固定穴
112 ナット受
113 アーム受
114 回動軸
115 アタッチメント
121 孔
122 継手
123 取付部
131、231 上シリンダ
132、232 下シリンダ
133、233 コイルバネ
141 アーム接合部
142 金属製平板
203 大型バネ
B アンカーボルト
N ナット
100, 200 Pressure receiving plate 101 Base portion 102 Arm 103, 203 Spring 104, 204 Ground plate 111 Fixing hole 112 Nut receiving 113 Arm receiving 114 Rotating shaft 115 Attachment 121 Hole 122 Joint 123 Mounting portion 131, 231 Upper cylinder 132, 232 Lower cylinder 133, 233 Coil spring 141 Arm joint 142 Metal flat plate 203 Large spring B Anchor bolt N Nut

Claims (3)

アンカーボルトを挿入する孔部を中央に有し、ナットの締め付けにより地面側に下降する基台部と、
基台部地面側であって孔部から所定間隔離れた位置に配され、地面側へ向けて圧力をかける複数の押圧体と、
孔部を中心とした径方向に延伸する複数のアーム体であって、径基端側がそれぞれ孔部穿孔方向に垂直な方向に軸支されて径先端側が上下に回動可能であるとともに、中途に押圧体下端がそれぞれ当接ないし結合したアーム体と、
アーム体それぞれの径先端側に取り付けられ、地面を押さえつける板体と、
を設けたことを特徴とする受圧板。
A base part having a hole part for inserting an anchor bolt in the center and descending to the ground side by tightening a nut;
A plurality of pressing bodies that are arranged on the ground side of the base part at positions spaced apart from the hole and apply pressure toward the ground side;
A plurality of arm bodies extending in the radial direction centered on the hole, each having a radial proximal end pivotally supported in a direction perpendicular to the hole drilling direction, the radial distal end being rotatable up and down, An arm body in which the lower end of the pressing body abuts or is coupled,
A plate that is attached to the front end of each arm body and presses the ground,
A pressure receiving plate characterized by comprising:
アンカーボルトを挿入する孔部を中央に有し、ナットの締め付けにより地面側に下降する基台部と、
基台部地面側であって孔部と中心を一致させた、地面側へ向けて圧力をかける円筒形押圧体と、
孔部を中心とした径方向に延伸する複数のアーム体であって、径基端側がそれぞれ孔部穿孔方向に垂直な方向に軸支されて径先端側が上下に回動可能であるとともに、中途に円筒形押圧体下端がそれぞれ当接ないし結合したアーム体と、
アーム体それぞれの径先端側に取り付けられ、地面を押さえつける板体と、
を設けたことを特徴とする受圧板。
A base part having a hole part for inserting an anchor bolt in the center and descending to the ground side by tightening a nut;
A cylindrical pressing body that applies pressure toward the ground side on the ground side of the base unit, the center of which coincides with the hole,
A plurality of arm bodies extending in the radial direction centered on the hole, each having a radial proximal end pivotally supported in a direction perpendicular to the hole drilling direction, the radial distal end being rotatable up and down, An arm body in which the lower end of the cylindrical pressing body abuts or is coupled,
A plate that is attached to the front end of each arm body and presses the ground,
A pressure receiving plate characterized by comprising:
押圧体として、コイルバネを用いたことを特徴とする請求項1または2に記載の受圧板。   The pressure receiving plate according to claim 1, wherein a coil spring is used as the pressing body.
JP2011185477A 2011-08-29 2011-08-29 Pressure plate Expired - Fee Related JP5759310B2 (en)

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TW201823556A (en) * 2016-12-29 2018-07-01 日本土地保護技術股份有限公司 Pull-up structure, work ship and pivotally-operated anchor setting method capable of performing an upward pull operation more reliably on an object placed on the bottom of water with a higher working efficiency, regardless of the state of the bottom
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JPH10204878A (en) * 1997-01-25 1998-08-04 Okabe Co Ltd Pressure receiving device for anchor
JP4329184B2 (en) * 1999-10-19 2009-09-09 株式会社大林組 Anchor head anchoring structure
JP4381181B2 (en) * 2003-03-14 2009-12-09 正司 木越 Slope stabilizer and connection structure of slope stabilizer
JP4085411B2 (en) * 2003-06-30 2008-05-14 株式会社ダイチ技研 Legal frame deformation recovery device by freezing.
JP4384941B2 (en) * 2004-06-23 2009-12-16 株式会社大林組 Ground anchor
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