JP2009221663A - Pressure receiving device - Google Patents

Pressure receiving device Download PDF

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Publication number
JP2009221663A
JP2009221663A JP2008064006A JP2008064006A JP2009221663A JP 2009221663 A JP2009221663 A JP 2009221663A JP 2008064006 A JP2008064006 A JP 2008064006A JP 2008064006 A JP2008064006 A JP 2008064006A JP 2009221663 A JP2009221663 A JP 2009221663A
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anchor member
coil spring
torsion coil
nut
upper support
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JP2008064006A
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JP5049168B2 (en
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Kazunori Maeda
和徳 前田
Takeo Ikeda
武穂 池田
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Nippon Steel Metal Products Co Ltd
Okabe Co Ltd
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Okabe Co Ltd
Nippon Steel and Sumikin Metal Products Co Ltd
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  • Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)

Abstract

<P>PROBLEM TO BE SOLVED: To provide an extremely user-friendly pressure device capable of easily and accurately absorbing the gap between a ground and an anchor member due to the subsidence of the ground irrespective of the size of the gap. <P>SOLUTION: This pressure receiving device comprises a fastening nut 5 screwed with the head of the anchor member 1 projecting upward with the insertion part of a pressure retaining plate 3 interposed therebetween, an upper supporting member 13 attached to the upper part of the anchor member 1, and a torsional coiled spring 11 installed between the fastening nut 5 and the upper supporting member 13. The ends of the torsional coiled spring 11 on both sides are engaged with the fastening nut 5 and the upper supporting member 11, respectively. Since the fastening nut 5 is rotated by the torsional restoring force of the torsional coiled spring 11, the gap between the ground 2 and the anchor member 1 can be absorbed. <P>COPYRIGHT: (C)2010,JPO&INPIT

Description

本発明は、地山等の斜面の安定化などに使用されるアンカー用の受圧装置に関する。すなわち、ロックボルトや、PC鋼線、PC鋼より線、異形PC鋼棒等を用いたアンカーテンドンなどから構成されるアンカー部材に作用する引張力を地盤側へ伝達して斜面の安定化を図るアンカー用の受圧装置に関する。とりわけ、地盤の沈下などによって地盤上の支圧板とアンカー部材に螺合した締付ナットとの間などの、地盤側とアンカー部材側との間に生じる間隙を吸収し得るように改良した受圧装置に関する。   The present invention relates to a pressure receiving device for an anchor used for stabilizing a slope such as a natural ground. That is, the tensile force acting on the anchor member composed of rock bolts, PC steel wires, PC steel strands, uncurtain dongs using deformed PC steel bars, etc. is transmitted to the ground side to stabilize the slope. The present invention relates to a pressure receiving device for an anchor. In particular, a pressure receiving device improved so as to absorb a gap generated between the ground side and the anchor member side, such as between a bearing plate on the ground and a tightening nut screwed to the anchor member due to ground subsidence, etc. About.

この種の受圧装置において、アンカー部材の頭部外周面に形成された雄ねじに螺合したナットと支圧板との間にコイルばね等の弾性手段を介在させて支圧板を地盤側へ押圧するように構成したものが知られている(特許文献1)。しかしながら、この従来技術の場合には、雪解けなど、何らかの原因によって地盤側が沈下すると、それに追随して支圧板が前記弾性手段の付勢力によって降下し、地盤側とアンカー部材側との間の間隙の発生を抑制し得る点では有効なものの、その支圧板の下降に伴って前記弾性手段の付勢力が低下し、何らかの原因によって地盤側に相対的に上方へ向う外力が作用した場合における抗力が弱まってしまうため、地盤側が支圧板を上方へ押上げながら斜面が崩落する事態を的確に阻止できないというおそれもあった。
特許第3516091号公報
In this type of pressure receiving device, an elastic means such as a coil spring is interposed between a nut and a bearing plate screwed to a male screw formed on the outer peripheral surface of the head of the anchor member so as to press the bearing plate to the ground side. What was comprised in this is known (patent document 1). However, in the case of this prior art, when the ground side sinks due to some reason such as snow melting, the supporting plate descends by the urging force of the elastic means, and the gap between the ground side and the anchor member side follows. Although effective in suppressing the generation, the urging force of the elastic means decreases as the bearing plate descends, and the drag force when an external force that is relatively upward acts on the ground side for some reason is weakened. For this reason, there is a risk that the ground side cannot accurately prevent the slope from collapsing while pushing up the bearing plate upward.
Japanese Patent No. 3516091

そこで、アンカー部材の頭部外周面に形成された雄ねじに螺合したナットと支圧板との間に皿ばね等の弾性手段を介在させて支圧板を地盤側へ押圧するように構成するとともに、それとは別に支圧板の上部に他のナットを設け、そのナットをゼンマイばねなどによって下方へ進む方向に回転するように付勢することにより、地盤側とアンカー部材側との間に生じる間隙を常に吸収し得るように構成するとともに、地盤の上方への移動を前記ナットを介してアンカー部材で直に受けることによって、地盤の上方への移動に対する強力な抗力を確保し得るように構成したものも開発されている(引用文献2)。しかしながら、この従来技術の場合には、締付用のナットや間隙吸収用の弾性機構とは別に支圧板の上方への移動を阻止するためのナットを設置し、そのナットに対してゼンマイばねを巻上げ状態で設置しなければならないことから、構造が複雑になり設置スペースや設置作業にも大きな難点があった。しかも、ゼンマイばねの構造上、薄肉のばね材を使用することに起因して生じる腐食などに基づく機能低下の問題や、支圧板に作用するゼンマイばねの回転付勢力の反力をどのようにとるかといった技術的問題もあった。さらに、想定される間隙の大きさに対応するためにはナットの回転角も大きくなり、大径のゼンマイばねが必要とされるといった厄介な問題もあった。
特開2002−339356号公報
Then, while configuring to press the bearing plate to the ground side by interposing an elastic means such as a disc spring between the nut and the bearing plate screwed to the male screw formed on the outer peripheral surface of the anchor member head, Separately, another nut is provided on the upper part of the bearing plate, and the nut is urged to rotate downward by a spring, etc., so that a gap generated between the ground side and the anchor member side is always maintained. Also configured to be able to absorb and to receive strong movement against the upward movement of the ground by receiving the upward movement of the ground directly with the anchor member via the nut It has been developed (Cited document 2). However, in the case of this conventional technology, a nut for preventing the upward movement of the bearing plate is installed separately from the tightening nut and the gap absorbing elastic mechanism, and the spring is attached to the nut. Since it must be installed in a rolled-up state, the structure is complicated, and there is a great difficulty in installation space and installation work. In addition, due to the structure of the mainspring spring, how to take into account the problem of functional degradation due to corrosion caused by the use of thin spring materials and the reaction force of the rotational biasing force of the mainspring spring acting on the bearing plate There was also a technical problem. Furthermore, in order to cope with the assumed gap size, the rotation angle of the nut also increases, and there is a troublesome problem that a large-diameter spring is required.
JP 2002-339356 A

本発明は、以上のような従来の技術的状況に鑑み、間隙の大きさに関わらず地盤側とアンカー部材側との間に生じる間隙を簡便かつ的確に吸収することができる、使い勝手のきわめて良好な受圧装置を提供することを目的とする。   In view of the above-described conventional technical situation, the present invention can easily and accurately absorb the gap generated between the ground side and the anchor member side regardless of the size of the gap, and is extremely easy to use. An object is to provide a pressure receiving device.

本発明では、前記課題を解決するため、支圧板の挿通部を介して上方へ突出するアンカー部材の頭部に螺合する締付ナットと、前記アンカー部材の上部に設置される上部支持部材と、それらの締付ナットと上部支持部材との間に設置されるねじりコイルばねを備え、前記ねじりコイルばねの両側の各端部を前記締付ナットと上部支持部材に対してそれぞれ係止して、そのねじりコイルばねのねじれ復元力によって前記締付ナットを回転することにより、地盤側とアンカー部材側との間に生じる間隙を吸収するという技術手段を採用した。前記ねじりコイルばねの上部支持部材は、ねじりコイルばねの上端部に係止してその回転を阻止し得るものであればよく、例えばアンカー部材の上部に螺合され、ねじりコイルばねの上端部が係止し得るように構成された上部支持用ナットとその上部支持用ナットの回転を阻止するロック用ナットとから構成することができる。   In the present invention, in order to solve the above-described problem, a tightening nut screwed into the head of the anchor member protruding upward through the insertion portion of the bearing plate, and an upper support member installed on the upper portion of the anchor member, And a torsion coil spring installed between the tightening nut and the upper support member, and the respective end portions on both sides of the torsion coil spring are respectively engaged with the tightening nut and the upper support member. The technical means of absorbing the gap generated between the ground side and the anchor member side by rotating the tightening nut by the torsional restoring force of the torsion coil spring was adopted. The upper support member of the torsion coil spring may be any member that can be locked to the upper end portion of the torsion coil spring and prevent its rotation. For example, the upper support member of the torsion coil spring is screwed into the upper portion of the anchor member. An upper support nut configured to be able to be locked and a lock nut that prevents rotation of the upper support nut can be used.

本発明によれば、次の効果を得ることができる。
(1)ねじりコイルばねのねじれ復元力による締付ナット自体の回転によって地盤側とアンカー部材側との間に生じる間隙を的確に吸収できるとともに、その締付ナットとアンカー部材との螺合部の摩擦抵抗によって支圧板の上方への移動が的確に阻止されることから、簡単な構成により、地盤沈下等によって生じる地盤側とアンカー部材側との間の間隙を吸収して地山等の斜面の安定化をより的確に実現することができる。
(2)アンカー部材側と地盤側との間に想定される間隙の大きさに応じてねじりコイルばねのねじり回数を自由に設定することにより、その間隙の大きさに関わらず簡便に対応することができる。しかも、ねじりコイルばねを採用したので、従来のゼンマイばねを用いた場合のように、ばねの外径の増大に基づいて派生する構造上の厄介な制約も解消することができる。
According to the present invention, the following effects can be obtained.
(1) The gap generated between the ground side and the anchor member side can be accurately absorbed by the rotation of the tightening nut itself due to the torsional restoring force of the torsion coil spring, and the screwing portion between the tightening nut and the anchor member Since the upward movement of the bearing plate is accurately prevented by the frictional resistance, a simple structure absorbs the gap between the ground side and the anchor member side caused by ground subsidence, etc. Stabilization can be realized more accurately.
(2) By simply setting the number of twists of the torsion coil spring according to the size of the gap assumed between the anchor member side and the ground side, it is possible to easily cope with the gap regardless of the size of the gap. Can do. In addition, since the torsion coil spring is employed, the troublesome structural restrictions derived from the increase in the outer diameter of the spring can be eliminated as in the case of using the conventional spring.

本発明は、地山等の斜面の安定化などに使用され、ロックボルトや、PC鋼線、PC鋼より線、異形PC鋼棒等を用いたアンカーテンドンなどから構成されるアンカー部材を用いた受圧装置として広く適用することが可能である。前記ねじりコイルばねに関しては、地盤沈下等によりアンカー部材側と地盤側との間に生じる間隙を的確に吸収できる形態のものであれば、そのねじり回転数など具体的な形状や寸法あるいは素材などに関して制約されるものではない。また、そのねじりコイルばねの上部支持部材に関しては、例えばねじりコイルばねの上端部に係止可能な適宜の係止部を有する支持部材をアンカー部材に対して直接的に固着する形態のものや、アンカー部材の上部に螺合する上部支持用ナットとその上部支持用ナットの回転を阻止するロック用ナットとを用いる形態などが可能である。   The present invention is used for stabilization of slopes of natural grounds, etc., and uses an anchor member composed of a rock bolt, a PC steel wire, a PC steel strand, an uncurtain dong using a deformed PC steel rod, or the like. It can be widely applied as a pressure receiving device. With regard to the torsion coil spring, as long as it has a form that can accurately absorb the gap generated between the anchor member side and the ground side due to ground subsidence, etc. It is not restricted. In addition, with respect to the upper support member of the torsion coil spring, for example, a support member having an appropriate locking part that can be locked to the upper end of the torsion coil spring is directly fixed to the anchor member, For example, an upper support nut that is screwed onto the upper portion of the anchor member and a lock nut that prevents rotation of the upper support nut may be used.

図1〜図4は本発明の一実施例に係る受圧装置の設置作業の手順を示した作業説明図である。また、図5〜図9は前記実施例に使用した部品を拡大して示した部品説明図である。図中1はアンカー部材で、地盤2に対して定着した状態に埋設され、図1に示したように頭部が支圧板3に形成された挿通部を介して上方へ突出した状態に設置される。その支圧板3より上方に突出したアンカー部材1の頭部に対して、前記支圧板3の上面に設置した球面座金4を挟んで締付ナット5が螺合される。この締付ナット5は、図5及び図6に示したように、内部に前記アンカー部材1の頭部外周面に形成された雄ねじに螺合可能な雌ねじ6が形成され、外部には六角形からなる工具掛け部7が形成されている。また、締付ナット5の下面には凸状球面8が形成され、前記球面座金4に形成された凹状球面に係合した状態で締付けるように構成されている。さらに、工具掛け部7の下部外周辺部分には上方へ向けて開口した円環状の溝部9が形成されるとともに、その溝部9の底部に適数の係止孔10が形成されており、図9に示したようにねじりコイルばね11の下端部に折曲げた状態に形成される係止部12を挿入して係止した状態で、ねじりコイルばね11の下部を溝部9内において支持するように構成されている。   1 to 4 are work explanatory views showing a procedure for installing a pressure receiving device according to one embodiment of the present invention. FIG. 5 to FIG. 9 are parts explanatory views showing the parts used in the embodiment in an enlarged manner. In the figure, reference numeral 1 denotes an anchor member which is embedded in a state of being fixed to the ground 2 and is installed in a state where the head protrudes upward through an insertion portion formed in the bearing plate 3 as shown in FIG. The A clamping nut 5 is screwed onto the head of the anchor member 1 protruding upward from the bearing plate 3 with a spherical washer 4 installed on the upper surface of the bearing plate 3 interposed therebetween. As shown in FIGS. 5 and 6, the tightening nut 5 is internally formed with a female screw 6 that can be screwed into a male screw formed on the outer peripheral surface of the head of the anchor member 1. A tool hanging portion 7 is formed. A convex spherical surface 8 is formed on the lower surface of the tightening nut 5 and is configured to be tightened in a state of being engaged with the concave spherical surface formed on the spherical washer 4. Furthermore, an annular groove 9 that opens upward is formed in the lower outer peripheral portion of the tool hook 7 and an appropriate number of locking holes 10 are formed in the bottom of the groove 9. As shown in FIG. 9, the lower portion of the torsion coil spring 11 is supported in the groove portion 9 with the engagement portion 12 formed in a bent state at the lower end of the torsion coil spring 11 inserted and locked. It is configured.

前記ねじりコイルばね11の上部は、図2及び図3に示したように上部支持部材13によって支持される。この上部支持部材13は、図7及び図8に示したように、内部に前記アンカー部材1の頭部外周面に形成された雄ねじに螺合可能な雌ねじ14が形成され、外部には六角形からなる工具掛け部15が形成されている。また、上部支持部材13の工具掛け部15の下部外周辺部分には下方へ向けて開口した円環状の溝部16が形成されるとともに、その溝部16の底部に適数の係止孔17が形成されており、図9に示したようにねじりコイルばね11の上端部に折曲げた状態に形成される係止部18を挿入して係止した状態で、ねじりコイルばね11の上部を溝部16内において支持するように構成されている。   The upper part of the torsion coil spring 11 is supported by an upper support member 13 as shown in FIGS. As shown in FIGS. 7 and 8, the upper support member 13 is internally formed with a female screw 14 that can be screwed into a male screw formed on the outer peripheral surface of the head of the anchor member 1, and a hexagonal shape on the outside. A tool hook portion 15 is formed. An annular groove 16 that opens downward is formed in the lower outer peripheral portion of the tool hook 15 of the upper support member 13, and an appropriate number of locking holes 17 are formed at the bottom of the groove 16. As shown in FIG. 9, the upper portion of the torsion coil spring 11 is inserted into the upper end portion of the torsion coil spring 11 and the upper end portion of the torsion coil spring 11 is engaged with the groove portion 16. It is comprised so that it may support in.

しかして、本実施例に係る受圧装置を設置する場合には、図1に示したように、先ずアンカー部材1を地盤2の所定位置に頭部が支圧板3に形成された挿通部を介して上方へ突出した状態に設置する。そして、その支圧板3より上方に突出したアンカー部材1の頭部に対して、支圧板3の上面に載置した球面座金4を挟んで締付ナット5を螺合し、アンカー部材1を所定のトルクで締付ける。しかる後、図1及び図2に示したように、アンカー部材1に対してねじりコイルばね11を外嵌してその下部を溝部9に係合させる。その際に、ねじりコイルばね11の下端部に形成した係止部12を前記溝部9の底部に形成した係止孔10へ挿入して係止させる。   Therefore, when installing the pressure receiving device according to the present embodiment, as shown in FIG. 1, first, the anchor member 1 is placed at a predetermined position of the ground 2 through an insertion portion whose head is formed on the bearing plate 3. Install in a state protruding upwards. Then, a tightening nut 5 is screwed onto the head of the anchor member 1 projecting upward from the bearing plate 3 with a spherical washer 4 placed on the upper surface of the bearing plate 3 interposed therebetween, thereby fixing the anchor member 1 to a predetermined position. Tighten with torque. Thereafter, as shown in FIGS. 1 and 2, the torsion coil spring 11 is externally fitted to the anchor member 1 and the lower portion thereof is engaged with the groove portion 9. At that time, the locking portion 12 formed at the lower end of the torsion coil spring 11 is inserted into the locking hole 10 formed at the bottom of the groove 9 to be locked.

次に、図2及び図3に示したように、アンカー部材1に対して前記ねじりコイルばね11の上方から上部支持部材13を螺合し、その上部支持部材13に形成した円環状の溝部16がねじりコイルばね11の上部に係合するようにねじ込む。その際に、ねじりコイルばね11の上端部に形成した係止部18を前記溝部16の底部に形成した係止孔17へ挿入して係止させる。しかる後、ねじりコイルばね11の両端部の係止部12,18がそれぞれ係止孔10,17に係止した状態において、更に上部支持部材13を例えば図4の状態まで締込んだ後、図3及び図4に示したようにロック用ナット19により締付けて上部支持部材13の弛みを阻止することにより作業が完了する。因みに、ねじりコイルばね11の長さ等の具体的構成は、地盤2の沈下などによって想定される地盤2側とアンカー部材1側との間に生じる間隙の大きさや、アンカー部材1の少なくとも頭部外周部に形成される雄ねじのピッチの大きさに基づいて、前記間隙を吸収するに必要なねじり回転数を求め、そのねじり回転数や締付ナット5の回転に必要なねじりコイルばね11のねじれ復元力の大きさなどを基礎に余裕をもたせて決定することになる。   Next, as shown in FIGS. 2 and 3, the upper support member 13 is screwed into the anchor member 1 from above the torsion coil spring 11, and the annular groove 16 formed in the upper support member 13. Is screwed to engage with the upper part of the torsion coil spring 11. At that time, the locking portion 18 formed at the upper end of the torsion coil spring 11 is inserted into the locking hole 17 formed at the bottom of the groove 16 and locked. Thereafter, in a state where the locking portions 12 and 18 at both ends of the torsion coil spring 11 are locked in the locking holes 10 and 17, respectively, the upper support member 13 is further tightened to the state shown in FIG. As shown in FIGS. 3 and 4, the work is completed by tightening with the lock nut 19 to prevent the upper support member 13 from loosening. Incidentally, the specific configuration such as the length of the torsion coil spring 11 depends on the size of the gap generated between the ground 2 side and the anchor member 1 side, which is assumed due to the subsidence of the ground 2, and at least the head of the anchor member 1. Based on the pitch of the male screw formed on the outer periphery, the torsional rotational speed necessary to absorb the gap is obtained, and the torsional rotational speed and the torsion of the torsion coil spring 11 necessary for the rotation of the tightening nut 5 are obtained. The decision will be made with a margin based on the magnitude of the restoring force.

上述のように、本実施例に係る受圧装置は、ねじりコイルばね11の両端部の係止部12,18がそれぞれ締付ナット5に設けた係止孔10及び上部支持部材13に設けた係止孔17に係止した状態において、例えば図4の状態まで締込まれ、ねじりコイルばね11が所要の回転数ねじ込まれた状態で設置されることから、何らかの原因によって地盤2が沈下して支圧板3がアンカー部材1に対して相対的に下降した場合には、前記ねじりコイルばね11のねじれ復元力によって締付ナット5が回転して地盤2側とアンカー部材1側との間に生じる間隙が吸収されることになる。なお、本実施例では、溝部9,16の底部に貫通した係止孔10,17を設けて、ねじりコイルばね11の端部に形成した係止部12,18を挿入して係止するという係止手段を採用したが、それらの溝部9,16の設置位置を変更して工具掛け部7,15の内側に設けたり、溝部9,16をやめて平坦部に係止孔10,17を形成するようにしたり、あるいは係止孔10,17に代えて前記係止部12,18が嵌入可能な有底の穴部を採用したり、それらの係止孔10,17や穴部を設けずに、ねじりコイルばね11の端部それ自体が係止する段部を採用したりすることも可能である。   As described above, in the pressure receiving device according to the present embodiment, the engaging portions 12 and 18 at both ends of the torsion coil spring 11 are provided in the engaging hole 10 provided in the tightening nut 5 and the upper support member 13, respectively. In the state of being locked in the stop hole 17, for example, the state shown in FIG. 4 is tightened, and the torsion coil spring 11 is installed in a state where the required number of rotations is screwed. When the pressure plate 3 descends relative to the anchor member 1, the gap formed between the ground 2 side and the anchor member 1 side due to rotation of the tightening nut 5 by the torsional restoring force of the torsion coil spring 11. Will be absorbed. In the present embodiment, the locking holes 10 and 17 penetrating the bottoms of the grooves 9 and 16 are provided, and the locking parts 12 and 18 formed at the end of the torsion coil spring 11 are inserted and locked. Although the locking means is adopted, the installation positions of the groove portions 9 and 16 are changed to be provided inside the tool hook portions 7 and 15, or the groove portions 9 and 16 are stopped to form the locking holes 10 and 17 in the flat portion. Or, instead of the locking holes 10 and 17, a bottomed hole portion into which the locking portions 12 and 18 can be fitted is employed, or the locking holes 10 and 17 and the hole portions are not provided. In addition, it is possible to employ a stepped portion that the end portion of the torsion coil spring 11 is locked.

本発明の一実施例の設置作業の手順を示した作業説明図である。It is work explanatory drawing which showed the procedure of the installation work of one Example of this invention. 同実施例の設置作業の手順を示した作業説明図である。It is work explanatory drawing which showed the procedure of the installation work of the Example. 同実施例の設置作業の手順を示した作業説明図である。It is work explanatory drawing which showed the procedure of the installation work of the Example. 同実施例の設置作業の手順を示した作業説明図である。It is work explanatory drawing which showed the procedure of the installation work of the Example. 同実施例に使用される締付ナットを拡大して示した片側断面図である。It is the one side sectional view which expanded and showed the clamping nut used for the Example. 同締付ナットを示した平面図である。It is the top view which showed the clamping nut. 同実施例に使用される上部支持部材を拡大して示した片側断面図である。It is the one side sectional view which expanded and showed the upper support member used for the example. 同上部支持部材を示した平面図である。It is the top view which showed the same upper supporting member. 同実施例に使用されるねじりコイルばねを拡大して示した正面図である。It is the front view which expanded and showed the torsion coil spring used for the Example.

符号の説明Explanation of symbols

1:アンカー部材、2:地盤、3:支圧板、4:球面座金、5:締付ナット、6:雌ねじ、7:工具掛け部、8:凸状球面、9:溝部、10:係止孔、11:ねじりコイルばね、12:係止部、13:上部支持部材、14:雌ねじ、15:工具掛け部、16:溝部、17:係止孔、18:係止部、19:ロック用ナット   1: anchor member, 2: ground, 3: bearing plate, 4: spherical washer, 5: tightening nut, 6: female screw, 7: tool hook, 8: convex spherical surface, 9: groove, 10: locking hole 11: Torsion coil spring, 12: Locking part, 13: Upper support member, 14: Female screw, 15: Tool hook part, 16: Groove part, 17: Locking hole, 18: Locking part, 19: Locking nut

Claims (2)

支圧板の挿通部を介して上方へ突出するアンカー部材の頭部に螺合する締付ナットと、前記アンカー部材の上部に設置される上部支持部材と、それらの締付ナットと上部支持部材との間に設置されるねじりコイルばねを備え、前記ねじりコイルばねの両側の各端部を前記締付ナットと上部支持部材に対してそれぞれ係止し、そのねじりコイルばねのねじれ復元力によって前記締付ナットを回転することにより、地盤側とアンカー部材側との間に生じる間隙を吸収するように構成したことを特徴とする受圧装置。   A tightening nut screwed into the head of the anchor member protruding upward through the insertion portion of the bearing plate, an upper support member installed on the upper portion of the anchor member, and the tightening nut and the upper support member; A torsion coil spring installed between the two ends of the torsion coil spring, the end portions on both sides of the torsion coil spring being locked to the clamping nut and the upper support member, respectively, and the tightening restoring force of the torsion coil spring. A pressure receiving device configured to absorb a gap generated between a ground side and an anchor member side by rotating an attached nut. 前記ねじりコイルばねの上部支持部材が、アンカー部材の上部に螺合する上部支持用ナットとその上部支持用ナットの回転を阻止するロック用ナットとからなることを特徴とする請求項1に記載の受圧装置。   The upper support member of the torsion coil spring includes an upper support nut that is screwed onto the upper portion of the anchor member and a lock nut that prevents rotation of the upper support nut. Pressure receiving device.
JP2008064006A 2008-03-13 2008-03-13 Pressure receiving device Active JP5049168B2 (en)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112962631A (en) * 2021-02-07 2021-06-15 四川华佑天成科技有限公司 Slope reinforcement system and reinforcement method thereof

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH08284161A (en) * 1995-04-18 1996-10-29 Masayoshi Yoshikawa Retaining wall-fixing anchor bolt device
JP2001323462A (en) * 2000-05-15 2001-11-22 Arai Gumi Ltd Fastening device
JP2002339356A (en) * 2001-05-21 2002-11-27 Arai Gumi Ltd Fastening device

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH08284161A (en) * 1995-04-18 1996-10-29 Masayoshi Yoshikawa Retaining wall-fixing anchor bolt device
JP2001323462A (en) * 2000-05-15 2001-11-22 Arai Gumi Ltd Fastening device
JP2002339356A (en) * 2001-05-21 2002-11-27 Arai Gumi Ltd Fastening device

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112962631A (en) * 2021-02-07 2021-06-15 四川华佑天成科技有限公司 Slope reinforcement system and reinforcement method thereof

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