JP2009185553A - Pressure receiving device - Google Patents

Pressure receiving device Download PDF

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Publication number
JP2009185553A
JP2009185553A JP2008028210A JP2008028210A JP2009185553A JP 2009185553 A JP2009185553 A JP 2009185553A JP 2008028210 A JP2008028210 A JP 2008028210A JP 2008028210 A JP2008028210 A JP 2008028210A JP 2009185553 A JP2009185553 A JP 2009185553A
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screwed
anchor member
anchor
extension
engagement
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JP5049158B2 (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 a user-friendly pressure receiving device, which can simply and accurately absorb a gap made between a ground side and an anchor member side by ground subsidence etc., without reference to the size of the gap, and which can eliminate or reduce an unnecessary surplus-length portion produced in installation and protruded above an anchor member. <P>SOLUTION: A first engaging member installed on the side of the anchor member 1, and a second engaging member installed on the side of a bearing plate 3 are engaged with each other in a state in which the second engaging member can move in a phased manner only in a downward direction. An elastic means 16 is interposed between the second engaging member and a stopper portion provided on the side of a fastening nut 17, so as to urge the second engaging member in such a manner as to absorb the gap between the side of the ground 2 and the side of the anchor member 1. In a state in which one end of an extension member 19 is screwed to the head of the anchor member 1, the extension member 19 is detached after screwing position is shifted to the side of the anchor member 1 while the elastic means 16 is compressed by the nut 17. <P>COPYRIGHT: (C)2009,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す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、地盤側と受圧装置を構成する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 present invention relates to a pressure receiving device for an anchor that transmits a tensile force acting on an anchor member composed of an anchor member using a lock bolt, a PC steel wire, a PC steel wire, a deformed PC steel rod, or the like to the ground side. In particular, it is possible to absorb a gap generated between the ground side and the anchor member constituting the pressure receiving device, such as between a bearing plate on the ground and a tightening nut screwed to the anchor member due to ground subsidence. The present invention relates to an improved pressure receiving device.

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、支圧板の下降に伴って前記弾性手段の付勢力が低下し、その分地盤側の上方への移動に対する抗力が弱まってしまい、斜面の崩落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 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 occurrence, the urging force of the elastic means decreases as the bearing plate descends, and the drag against the upward movement on the ground side is weakened, and the collapse of the slope is accurately performed. There was also a fear that it could not be stopped.
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、地盤側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抗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た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、薄肉のばね材の使用に起因する腐食などによる機能低下の問題や、支圧板に作用する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、大型のゼンマイばねが必要とされ、しかもナットの螺合部の錆付きなどを常に防いだ状態に維持しなければ的確な動作が得られないという動作維持上の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 always 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. It is constructed so that it can absorb, and it is constructed so that a strong drag against the upward movement of the ground can be secured by receiving the upward movement of the ground side directly by the anchor member via the nut. That has been developed (Cited document 2). However, in the case of this prior art, 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 mainspring spring is attached to the nut. Since it must be installed in a wound 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, there are problems of functional deterioration due to corrosion caused by the use of thin spring materials, and technical problems such as how to counteract the reaction force of the spring's rotational biasing force acting on the bearing plate. there were. Furthermore, the rotation angle of the nut also increases to accommodate the assumed gap size, a large spring spring is required, and rusting of the screwed part of the nut is always prevented. There is also a troublesome problem in maintaining the operation that an accurate operation cannot be obtained without it.
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、しかも設置時に生じるアンカー部材の上方へ突出する不要な余長部分を除去ないし縮小可能な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 also occurs during installation. It is an object of the present invention to provide a pressure receiving device that is very easy to use and can remove or reduce an unnecessary extra length protruding above an anchor member.

前記課題を解決するため、請求項1の発明では、アンカー部材側に設置される第1係合部材と支圧板側に設置される第2係合部材とを備え、それらの第1係合部材と第2係合部材とを第2係合部材が下方へのみ段階的に移動し得る状態に係合させるとともに、前記第2係合部材と締付用のナット側に設けられた受止部との間に弾性手段を介在させ、その弾性手段の付勢力により第2係合部材を下方へ段階的に移動して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するとともに、一端に前記アンカー部材の頭部に対して螺着可能な螺着部を有し、外周面に前記アンカー部材の外周面に形成された雄ねじと同様の雄ねじを形成した延長部材を備え、その延長部材の一端をアンカー部材の頭部に螺着した状態において、前記ナットを前記弾性手段を圧縮しながらその螺合位置をアンカー部材側へ移行させた上で、前記延長部材を取外すという技術手段を採用した。なお、前記延長部材のアンカー部材に対する螺着手段に関しては、前記アンカー部材の上端面に雌ねじを形成しておき、その雌ねじに螺合可能な雄ねじを延長部材の一端に形成して螺着するように構成してもよいし、前記雄ねじに代えてタッピンねじを採用して、そのタッピンねじによって前記アンカー部材の端部に雌ねじを形成しながら、前記延長部材の一端をアンカー部材に対して螺着するように構成してもよい(請求項2)。因みに、前記タッピンねじに関しては、それ自体でねじを形成しながら螺着が可能なものであれば、どのような形態のものでもよい。   In order to solve the above-mentioned problems, the invention of claim 1 includes a first engagement member installed on the anchor member side and a second engagement member installed on the bearing plate side, and these first engagement members. And the second engagement member are engaged with each other in a state in which the second engagement member can be moved only stepwise downward, and the second engagement member and a receiving portion provided on the tightening nut side The elastic means is interposed between the elastic member and the second engaging member is moved downward stepwise by the urging force of the elastic means to absorb the gap generated between the ground side and the anchor member side. And an extension member having a threaded portion that can be screwed to the head of the anchor member at one end, and an external thread formed on the outer peripheral surface similar to the external thread formed on the outer peripheral surface of the anchor member, In a state where one end of the extension member is screwed to the head of the anchor member, the While the door compresses the resilient means and the engaged position on which is shifted to the anchor member, employing the technical means of removing the extension member. Regarding the screwing means of the extension member to the anchor member, a female screw is formed on the upper end surface of the anchor member, and a male screw that can be screwed to the female screw is formed on one end of the extension member and screwed. Alternatively, a tapping screw may be used in place of the male screw, and a female screw is formed at the end of the anchor member by the tapping screw, and one end of the extension member is screwed to the anchor member. (Claim 2). Incidentally, the tapping screw may have any form as long as it can be screwed while forming the screw itself.

また、請求項3の発明では、アンカー部材側に設置される第1係合部材と支圧板側に設置される第2係合部材とを備え、それらの第1係合部材と第2係合部材とを第2係合部材が下方へのみ段階的に移動し得る状態に係合させるとともに、前記第2係合部材と締付用のナット側に設けられた受止部との間に弾性手段を介在させ、その弾性手段の付勢力により第2係合部材を下方へ段階的に移動して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するとともに、前記アンカー部材の頭部外周面に形成された雄ねじに螺合可能な雌ねじを有し、外周面に前記ナットに形成された雌ねじに螺合可能な雄ねじを形成した連結用部材と、一端に前記連結用部材に形成された延長用の雌ねじに螺合可能な螺着部を有し、外周面に前記連結用部材の外周面に形成された雄ねじと同様の雄ねじを形成した延長部材を備え、その延長部材の一端をアンカー部材の頭部に螺着された前記連結用部材の延長用の雌ねじに対して螺合した状態において、前記ナットを前記弾性手段を圧縮しながらその螺合位置を前記連結用部材側へ移行させた上で、前記延長部材を取外すという技術手段を採用した。   According to a third aspect of the present invention, a first engagement member installed on the anchor member side and a second engagement member installed on the bearing plate side are provided, and the first engagement member and the second engagement are provided. The second engagement member is engaged with the member so that the second engagement member can move stepwise only downward, and elastic between the second engagement member and the receiving portion provided on the nut for tightening. And the second engaging member is moved downward stepwise by the biasing force of the elastic means to absorb the gap generated between the ground side and the anchor member side, and the anchor member A connecting member having a female screw that can be screwed into a male screw formed on the outer peripheral surface of the head, a male member that can be screwed into the female screw formed on the nut on the outer peripheral surface, and the connecting member on one end A threaded portion that can be screwed into an extension female screw formed on the outer peripheral surface. An extension member formed with a male screw similar to the male screw formed on the outer peripheral surface of the member, and one end of the extension member is attached to the female screw for extension of the connecting member screwed to the head of the anchor member In the screwed state, the technical means is adopted in which the nut is compressed while the elastic means is compressed and the screwing position is shifted to the connecting member side, and then the extension member is removed.

本発明によれば、次の効果を得ることができる。
(1)前記第2係合部材の下方への移動量の設定に関しては特段の制約がなく、自由な設定が可能なことから、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。
(2)本受圧装置の設置時には、延長部材を用いて締付用のナットにより前記弾性手段を圧縮しながら締込み、その締込み作業の終了後には前記延長部材を取外して撤去するように構成したので、設置状態において上方へ突出するアンカー部材の不要な余長部分を除去ないし縮小することができる。
According to the present invention, the following effects can be obtained.
(1) Since there is no particular restriction on the setting of the downward movement amount of the second engagement member, and it can be set freely, the gap between the ground side and the anchor member side is possible regardless of the size of the gap. Can be easily and accurately absorbed.
(2) When installing the pressure receiving device, the extension member is used to tighten the elastic means while compressing it with a tightening nut, and after the tightening operation is completed, the extension member is removed and removed. Therefore, the unnecessary extra length portion of the anchor member protruding upward in the installed state can be removed or reduced.

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に作用する引張力を地盤側へ伝達するアンカー用の受圧装置として広く適用することが可能である。なお、アンカー部材側に設置される第1係合部材に対して支圧板側に設置した第2係合部材を下方へ段階的に移動させるための原動力は、コイルスプリングなどの弾性手段によるものであればよい。因みに、以下の実施例のように、前記第1係合部材と第2係合部材との係合面の断面を傾斜面と該傾斜面に連なる横方向の係止面とからなる鋸歯状に形成した係合形態を採用すれば、第1係合部材と第2係合部材とが前記係止面において楔のように食込んだ状態で地盤の上方への相対移動に対して強力に対抗し得るとともに、その係合機構の半径方向の拘束力を小さくできる。前記第1係合部材は、アンカー部材の頭部外周面に形成された雄ねじとの螺合などによって該第1係合部材に作用する力をアンカー部材側へ伝達し得る状態で設置されるものであればよい。また、前記締付用のナットは、弾性手段を圧縮し得るものであればよく、スパナ掛け部等の具体的な外形には制約されない。因みに、その締付用のナットは、前記請求項1、2の発明の場合には、アンカー部材の頭部外周面に形成された雄ねじに対して直接的に螺着するように構成され、前記請求項3の発明の場合には、アンカー部材の頭部外周面に形成された雄ねじに螺着された前記連結用部材の外周面の雄ねじに対して螺着するように構成される。   INDUSTRIAL APPLICABILITY The present invention is used for stabilization of slopes of natural grounds and the like, and acts on 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 for an anchor that transmits a tensile force to the ground side. The driving force for moving the second engagement member installed on the bearing plate side downward in a stepwise manner relative to the first engagement member installed on the anchor member side is due to elastic means such as a coil spring. I just need it. Incidentally, as in the following embodiment, the cross-section of the engagement surface of the first engagement member and the second engagement member is formed in a sawtooth shape composed of an inclined surface and a lateral locking surface connected to the inclined surface. If the formed engagement form is adopted, the first engagement member and the second engagement member are strongly opposed to the upward relative movement of the ground in a state where the first engagement member and the second engagement member are bitten like a wedge. In addition, the restraining force in the radial direction of the engagement mechanism can be reduced. The first engaging member is installed in a state where a force acting on the first engaging member can be transmitted to the anchor member side by screwing with a male screw formed on the outer peripheral surface of the head of the anchor member. If it is. The nut for tightening may be any one that can compress the elastic means, and is not limited to a specific outer shape such as a spanner hook. Incidentally, in the case of the inventions of the first and second aspects, the tightening nut is configured to be directly screwed to the male screw formed on the outer peripheral surface of the head of the anchor member, In the case of the invention of claim 3, the anchor member is configured to be screwed to the male screw on the outer peripheral surface of the connecting member screwed to the male screw formed on the outer peripheral surface of the head of the anchor member.

図1は本発明の一実施例を示した分解組立図である。また、図2〜図6はそれぞれ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。この場合、アンカー部材1の突出長さは、受圧装置としての機能に不要な余長部分を除去ないし縮小するように設定することになる。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、アンカー部材1側に設置される第1係合部材4と支圧板3側に設置される第2係合部材5とから構成される係合機構組立体6が装着される。第1係合部材4には、図2の片側断面で示した部品説明図のように、内周面にアンカー部材1の頭部外周面に形成された雄ねじ7に螺合可能な雌ねじ8が形成され、外周面には傾斜面と該傾斜面に連なる横方向の係止面とからなる鋸歯状の係合面9が形成されている。さらに、本実施例では、第1係合部材4の上端部に図3に示したように六角形からなるスパナ掛け部10を形成している。なお、アンカー部材1に形成する前記雄ねじ7に関しては、少なくともアンカー部材1の頭部外周面に形成されていれば足り、アンカー部材1の全長に対して形成したものでも、部分的に形成したものでもよい。   FIG. 1 is an exploded view showing an embodiment of the present invention. 2 to 6 are parts explanatory views showing the parts 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 In this case, the protruding length of the anchor member 1 is set so as to remove or reduce the extra length unnecessary for the function as the pressure receiving device. From the first engaging member 4 installed on the anchor member 1 side and the second engaging member 5 installed on the bearing plate 3 side with respect to the head of the anchor member 1 protruding upward from the bearing plate 3. The constructed engaging mechanism assembly 6 is mounted. The first engaging member 4 has a female screw 8 that can be screwed to a male screw 7 formed on the outer peripheral surface of the head of the anchor member 1 on the inner peripheral surface, as shown in a component explanatory view shown in a one-side cross section of FIG. A serrated engagement surface 9 is formed on the outer peripheral surface. The sawtooth engagement surface 9 is composed of an inclined surface and a lateral locking surface connected to the inclined surface. Furthermore, in this embodiment, a spanner hooking portion 10 made of a hexagon is formed at the upper end portion of the first engaging member 4 as shown in FIG. As for the male screw 7 formed on the anchor member 1, it is sufficient that it is formed at least on the outer peripheral surface of the head of the anchor member 1. Even if it is formed with respect to the entire length of the anchor member 1, it is partially formed. But you can.

図4〜図6は前記第2係合部材5を拡大して示した部品説明図であり、それぞれ図4は第2係合部材5の内周面、図5は外周面、図6は平面を示したものである。図示のように、前記第2係合部材5は、内周面に前記第1係合部材4の係合面9と同様の傾斜面と係止面とからなる鋸歯状の係合面11が形成され、その第1係合部材4の係合面9に係合して下方へのみ段階的に移動し得るように構成されている。図6の平面図に示したように、本実施例の第2係合部材5は、縦に円弧状に3分割した場合を示したものである。第2係合部材5の外周面には適宜数の溝部12が形成され、図9に示した拘束用の弾性変形可能なリング13を嵌入することにより半径方向に拡縮し得るように構成している。さらに、第2係合部材5の下部には水平部14が形成され、その下面が支圧板3上に当接し得るように構成するとともに、その水平部14の上面側にリング状の凹部15を形成し、本実施例ではコイルスプリングからなる弾性手段16の下端部を嵌合支持し得るように構成している。   FIG. 4 to FIG. 6 are parts explanatory views showing the second engaging member 5 in an enlarged manner. FIG. 4 shows the inner peripheral surface of the second engaging member 5, FIG. 5 shows the outer peripheral surface, and FIG. Is shown. As shown in the figure, the second engagement member 5 has a serrated engagement surface 11 having an inclined surface and a locking surface similar to the engagement surface 9 of the first engagement member 4 on the inner peripheral surface. It is formed and is configured to engage with the engaging surface 9 of the first engaging member 4 and move only stepwise downward. As shown in the plan view of FIG. 6, the second engagement member 5 of the present embodiment shows a case where the second engagement member 5 is vertically divided into three arcs. An appropriate number of grooves 12 are formed on the outer peripheral surface of the second engaging member 5 and are configured so as to expand and contract in the radial direction by fitting the elastically deformable ring 13 shown in FIG. Yes. Further, a horizontal portion 14 is formed in the lower portion of the second engaging member 5, and the lower surface thereof is configured to be able to abut on the bearing plate 3, and a ring-shaped recess 15 is formed on the upper surface side of the horizontal portion 14. In this embodiment, the lower end portion of the elastic means 16 made of a coil spring can be fitted and supported.

次に、本実施例に係る受圧装置の設置の仕方に関して説明する。先ず、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係合機構組立体6を装着する。この場合には、図7に示したように、3分割された各第2係合部材5を、第1係合部材4の外周面に対して、それぞれの係合面9,11を係合させながら組付け、その組付け状態を各溝部12にリング13を嵌入して拘束維持することにより、図8に示した係合機構組立体6を形成する。しかる後、アンカー部材1の頭部外周面に形成した雄ねじ7に対して前記第1係合部材4の内周面に形成した雌ねじ8を螺合し、前記係合機構組立体6を所期の位置に装着する。なお、以上の説明では、予め係合機構組立体6を組立ててからアンカー部材1の頭部に装着する場合を説明したが、第1係合部材4の外周面に対して3分割されたそれぞれの第2係合部材5を直接装着してリング13で拘束する形態も可能である。   Next, how to install the pressure receiving device according to the present embodiment will be described. First, the engagement mechanism assembly 6 is mounted on the head of the anchor member 1 protruding upward from the bearing plate 3. In this case, as shown in FIG. 7, each of the second engagement members 5 divided into three is engaged with the outer peripheral surface of the first engagement member 4 with the respective engagement surfaces 9 and 11. The engagement mechanism assembly 6 shown in FIG. 8 is formed by fitting the ring 13 in each groove portion 12 and maintaining the restraint. Thereafter, a female screw 8 formed on the inner peripheral surface of the first engaging member 4 is screwed into a male screw 7 formed on the outer peripheral surface of the head of the anchor member 1, and the engaging mechanism assembly 6 is thus fixed. Attach to the position. In the above description, the case where the engaging mechanism assembly 6 is assembled in advance and then mounted on the head of the anchor member 1 has been described. However, each of the outer peripheral surfaces of the first engaging member 4 is divided into three parts. A configuration in which the second engagement member 5 is directly mounted and restrained by the ring 13 is also possible.

前記係合機構組立体6がアンカー部材1の頭部に対して装着された場合には、図1に示したように、第2係合部材5の外周面に沿ってコイルスプリングからなる弾性手段16を外嵌し、その弾性手段16の下端部を第2係合部材5の水平部14の上面側に形成したリング状の凹部15に嵌合支持する。さらに、その弾性手段16の上端部を締付用のナット17の下面側に形成した凹部18に嵌合支持するとともに、そのナット17をアンカー部材1の頭部外周面に形成された雄ねじ7に螺合して弾性手段16を締込むことになる。なお、前記凹部15,18は設けずに平坦状態のままでもよい。図10は改良前の前記弾性手段16の締込み機構に関する問題点を示した説明図である。図中、右半分は締込み前の状態を示したものであり、左半分は締込み後の状態を示したものである。図示のように、この改良前の場合には、左半分に示した締込み後の設置状態において、ナット17の上方に受圧装置としての機能上は不要なアンカー部材1の余長部分Lが突出してしまうという問題があった。   When the engagement mechanism assembly 6 is attached to the head of the anchor member 1, as shown in FIG. 1, an elastic means comprising a coil spring along the outer peripheral surface of the second engagement member 5. 16 is externally fitted, and the lower end portion of the elastic means 16 is fitted and supported in a ring-shaped recess 15 formed on the upper surface side of the horizontal portion 14 of the second engagement member 5. Furthermore, the upper end of the elastic means 16 is fitted and supported in a recess 18 formed on the lower surface side of the tightening nut 17, and the nut 17 is attached to the male screw 7 formed on the outer peripheral surface of the head of the anchor member 1. The elastic means 16 is tightened by screwing. The recesses 15 and 18 may be left flat without being provided. FIG. 10 is an explanatory view showing problems relating to the tightening mechanism of the elastic means 16 before improvement. In the figure, the right half shows the state before tightening, and the left half shows the state after tightening. As shown in the figure, in the case before this improvement, in the installed state after tightening shown in the left half, the extra length portion L of the anchor member 1 which is unnecessary in terms of the function as the pressure receiving device protrudes above the nut 17. There was a problem that.

本実施例では、図11に示した延長部材19を用いて前記余長部分Lを除去ないし縮小し得るように改良した場合を示した。図示のように、前記延長部材19は、中間部の外周部に前記アンカー部材1の外周部に形成した雄ねじ7と同様の雄ねじ20を形成し、かつ一端にタッピンねじ21からなる螺着部を備えるとともに、他端に六角形などからなるスパナ掛け部22を設けている。図12〜図15は前記延長部材19を用いた弾性手段16の締込み作業の手順を示した工程説明図である。先ず、図12に示した工程では、支圧板3の上方へ突出したアンカー部材1の頭部外周部に前記係合機構組立体6を装着した状態において、その外周面へのコイルスプリングなどからなる弾性手段16の外嵌作業と前後して、前記延長部材19をタッピンねじ21によってねじを形成しながらアンカー部材1の上端部に螺着する。この場合、アンカー部材1として中空状のものを用いてもよいし、中実状のアンカー部材の上端部に下孔を予め形成したものでもよい。次に、図13及び図14に示したように、前記ナット17をアンカー部材1の上端部に螺着した延長部材19に対して螺合し、さらに弾性手段16を圧縮しながらアンカー部材1の雄ねじ7と螺合するまで締込む。そして、ナット17の螺合位置がアンカー部材1の雄ねじ7へ移行して、弾性手段16が初期の状態に圧縮された場合には、図15に示したように延長部材19を取外して撤去する。これにより、図16に示したように、アンカー部材1がナット17の上方へ突出しない設置状態、あるいは不要な余長部分が縮小された設置状態が得られる。因みに、アンカー部材1の支圧板3からの突出長さは、前述のように所期の設置状態に合わせて予め設定しておくことはいうまでもない。   In the present embodiment, the extension member 19 shown in FIG. 11 is used to improve the extra length L so that it can be removed or reduced. As shown in the figure, the extension member 19 has a male screw 20 similar to the male screw 7 formed on the outer peripheral portion of the anchor member 1 on the outer peripheral portion of the intermediate portion, and a screwed portion including a tapping screw 21 on one end. In addition, the other end is provided with a spanner hanging portion 22 made of a hexagon or the like. 12 to 15 are process explanatory views showing the procedure of the tightening operation of the elastic means 16 using the extension member 19. First, in the process shown in FIG. 12, in the state where the engaging mechanism assembly 6 is mounted on the outer peripheral portion of the head of the anchor member 1 protruding upward from the bearing plate 3, the outer peripheral surface includes a coil spring or the like. Before and after the external fitting operation of the elastic means 16, the extension member 19 is screwed to the upper end portion of the anchor member 1 while forming a screw with a tapping screw 21. In this case, a hollow member may be used as the anchor member 1, or a pilot hole may be formed in advance on the upper end portion of the solid anchor member. Next, as shown in FIGS. 13 and 14, the nut 17 is screwed into the extension member 19 screwed to the upper end portion of the anchor member 1, and the elastic member 16 is compressed while the elastic member 16 is compressed. Tighten until male thread 7 is engaged. When the screwing position of the nut 17 shifts to the male screw 7 of the anchor member 1 and the elastic means 16 is compressed to the initial state, the extension member 19 is removed and removed as shown in FIG. . As a result, as shown in FIG. 16, an installation state in which the anchor member 1 does not protrude above the nut 17 or an installation state in which an unnecessary extra length portion is reduced is obtained. Incidentally, it goes without saying that the protruding length of the anchor member 1 from the bearing plate 3 is set in advance according to the intended installation state as described above.

図17は当初の設置状態と地盤2が沈下した場合の設置状態を比較して示した設置状態説明図である。しかして、当初の設置状態から地盤2側が何らかの原因により沈下した場合には、前記弾性手段16の付勢力によって右半分に示したように第2係合部材5が第1係合部材4に対して段階的に下降して地盤2側との間に生じる間隙を吸収することになる。なお、図18は他の設置形態を示した設置状態説明図である。本設置形態の場合には、図示のように支圧板3に形成した挿通孔を介して上方へ突出するアンカー部材1の頭部が地盤2に対して傾斜している場合を示したものである。図中、23は上下面が相対的に傾斜した円板状のスペーサである。このように傾斜した設置形態の場合にも前記延長部材19を適用し得ることはいうまでもない。   FIG. 17 is an explanatory view of the installation state showing a comparison between the initial installation state and the installation state when the ground 2 sinks. Thus, when the ground 2 side sinks for some reason from the initial installation state, the second engagement member 5 against the first engagement member 4 as shown in the right half by the urging force of the elastic means 16. Thus, the gap generated between the ground 2 and the ground 2 is absorbed in steps. FIG. 18 is an explanatory view of an installation state showing another installation form. In the case of this installation form, the case where the head of the anchor member 1 protruding upward through the insertion hole formed in the bearing plate 3 as shown in the drawing is inclined with respect to the ground 2 is shown. . In the figure, reference numeral 23 denotes a disk-shaped spacer whose upper and lower surfaces are relatively inclined. Needless to say, the extension member 19 can be applied to the inclined installation form.

図19〜図22は他の形態の延長部材を用いた場合を拡大して示したものである。本実施例では、図19に示した連結用部材24と図20に示した延長部材25を用いる。図示のように、連結用部材24は短筒状の中空体からなり、内周面には前記アンカー部材1の外周面に形成された雄ねじ7に螺合可能な雌ねじ26と適宜形態の延長用の雌ねじ27が形成され、外周面には締付用のナット28の雌ねじに螺合可能な雄ねじ29が形成されている。また、延長部材25は、中間部の外周部に前記連結用部材24に形成された雄ねじ29と同様のナット28の雌ねじに螺合可能な雄ねじ30が形成され、一端に前記連結用部材24に形成された延長用の雌ねじ27に螺合可能な雄ねじ31からなる螺着部を備えるとともに、他端に六角形などからなるスパナ掛け部32を設けている。   19 to 22 are enlarged views showing cases where other types of extending members are used. In the present embodiment, the connecting member 24 shown in FIG. 19 and the extending member 25 shown in FIG. 20 are used. As shown in the figure, the connecting member 24 is formed of a short cylindrical hollow body, and an internal thread 26 that can be screwed into a male thread 7 formed on the outer peripheral surface of the anchor member 1 and an appropriate extension for the inner peripheral surface. A female screw 27 is formed, and a male screw 29 that can be screwed into a female screw of a tightening nut 28 is formed on the outer peripheral surface. The extension member 25 is formed with a male screw 30 that can be screwed into a female screw of a nut 28 similar to the male screw 29 formed on the connecting member 24 on the outer peripheral portion of the intermediate portion. A threaded portion made of a male screw 31 that can be screwed into the formed female screw 27 for extension is provided, and a spanner hanging portion 32 made of a hexagon or the like is provided at the other end.

しかして、本実施例に係る前記延長部材25を用いて受圧装置を設置する場合には、先ず図21に示したように、アンカー部材1の上端部に前記連結用部材24を螺合して装着する。しかる後、その連結用部材24に形成した延長用の雌ねじ27に対して前記雄ねじ31を螺合して延長部材25を螺着する。その上で、延長部材25の外周面に形成した雄ねじ30に対して前記ナット28を螺合し、さらに図22に示したように弾性手段16を圧縮しながら前記連結用部材24の外周面に形成された雄ねじ29と螺合する位置まで締込む。そして、ナット28の螺合位置が連結用部材24の雄ねじ29側へ移行して、弾性手段16が初期の状態に圧縮された場合には、図22に示したように延長部材25を取外して撤去する。これにより、図示のように、アンカー部材1がナット28の上方へ突出する余長部分を除去したり、あるいはその不要な余長部分を縮小することができ、前記連結用部材24の上部側が多少上方へ突出した図示の設置状態に設置することができる。   When the pressure receiving device is installed using the extension member 25 according to the present embodiment, first, as shown in FIG. 21, the connecting member 24 is screwed into the upper end portion of the anchor member 1. Installing. Thereafter, the male screw 31 is screwed into an extension female screw 27 formed on the connecting member 24, and the extension member 25 is screwed. Then, the nut 28 is screwed into a male screw 30 formed on the outer peripheral surface of the extension member 25, and further, the elastic means 16 is compressed on the outer peripheral surface of the connecting member 24 as shown in FIG. Tighten to the position where the formed male screw 29 is screwed. When the screwing position of the nut 28 is shifted to the male screw 29 side of the connecting member 24 and the elastic means 16 is compressed to the initial state, the extension member 25 is removed as shown in FIG. Remove. As a result, as shown in the figure, the anchor member 1 can remove the extra length portion protruding upward from the nut 28, or the unnecessary extra length portion can be reduced. It can be installed in the illustrated installation state protruding upward.

本発明の一実施例を示した分解組立図である。1 is an exploded view showing an embodiment of the present invention. 第1係合部材を拡大して片側断面で示した部品説明図である。It is component explanatory drawing which expanded the 1st engaging member and was shown in the single-sided cross section. 同第1係合部材の平面を示した部品説明図である。It is component explanatory drawing which showed the plane of the 1st engaging member. 第2係合部材を拡大して内周面を示した部品説明図である。It is component explanatory drawing which expanded the 2nd engagement member and showed the internal peripheral surface. 同第2係合部材の外周面を示した部品説明図である。It is component explanatory drawing which showed the outer peripheral surface of the 2nd engagement member. 同第2係合部材の平面を示した部品説明図である。It is component explanatory drawing which showed the plane of the 2nd engaging member. 上記部品の組立説明図である。It is assembly explanatory drawing of the said components. 同部品の組立状態説明図である。It is an assembly state explanatory view of the parts. 拘束用のリングを拡大して示した部品説明図である。It is component explanatory drawing which expanded and showed the ring for restraint. 改良前の弾性手段の締込み機構に関する問題点を片側断面で示した説明図である。It is explanatory drawing which showed the problem regarding the fastening mechanism of the elastic means before improvement by the one-side cross section. 本発明の実施例で使用する延長部材を示した部品説明図である。It is component explanatory drawing which showed the extension member used in the Example of this invention. 本発明の実施例における弾性手段の締込み手順を示した工程説明図である。It is process explanatory drawing which showed the fastening procedure of the elastic means in the Example of this invention. 同弾性手段の締込み手順を示した工程説明図である。It is process explanatory drawing which showed the fastening procedure of the elastic means. 同弾性手段の締込み手順を示した工程説明図である。It is process explanatory drawing which showed the fastening procedure of the elastic means. 同弾性手段の締込み手順を示した工程説明図である。It is process explanatory drawing which showed the fastening procedure of the elastic means. 当初の設置状態を片側断面で示した設置状態説明図である。It is installation state explanatory drawing which showed the original installation state by the one-side cross section. 当初の設置状態と地盤が沈下した場合の設置状態を比較して示した設置状態説明図である。It is the installation state explanatory drawing which compared and showed the installation state when the initial installation state and the ground sink. 他の設置形態を片側断面で示した設置状態説明図である。It is installation state explanatory drawing which showed the other installation form in the one-side cross section. 本発明の他の実施例で使用する連結用部材を示した部品説明図である。It is component explanatory drawing which showed the member for connection used in the other Example of this invention. 同実施例で使用する延長部材を示した部品説明図である。It is component explanatory drawing which showed the extending member used in the Example. 同実施例における弾性手段の締込み手順を示した工程説明図である。It is process explanatory drawing which showed the fastening procedure of the elastic means in the Example. 同実施例における弾性手段の締込み手順を示した工程説明図である。It is process explanatory drawing which showed the fastening procedure of the elastic means in 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:第1係合部材、5:第2係合部材、6:係合機構組立体、7:雄ねじ、8:雌ねじ、9:係合面、10:スパナ掛け部、11:係合面、12:溝部、13:リング、14:水平部、15:凹部、16:弾性手段、17:ナット、18:凹部、19:延長部材、20:雄ねじ、21:タッピンねじ、22:スパナ掛け部、23:スペーサ、24:連結用部材、25:延長部材、26,27:雌ねじ、28:ナット、29〜31:雄ねじ、32:スパナ掛け部   1: anchor member, 2: ground, 3: bearing plate, 4: first engaging member, 5: second engaging member, 6: engaging mechanism assembly, 7: male screw, 8: female screw, 9: engaging Surface: 10: Spanner hanger, 11: Engagement surface, 12: Groove, 13: Ring, 14: Horizontal, 15: Recess, 16: Elastic means, 17: Nut, 18: Recess, 19: Extension member, 20 : Male screw, 21: tapping screw, 22: spanner hook, 23: spacer, 24: connecting member, 25: extension member, 26, 27: female screw, 28: nut, 29-31: male screw, 32: spanner hook

Claims (3)

アンカー部材側に設置される第1係合部材と支圧板側に設置される第2係合部材とを備え、それらの第1係合部材と第2係合部材とを第2係合部材が下方へのみ段階的に移動し得る状態に係合させるとともに、前記第2係合部材と締付用のナット側に設けられた受止部との間に弾性手段を介在させ、その弾性手段の付勢力により第2係合部材を下方へ段階的に移動して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するとともに、一端に前記アンカー部材の頭部に対して螺着可能な螺着部を有し、外周面に前記アンカー部材の外周面に形成された雄ねじと同様の雄ねじを形成した延長部材を備え、その延長部材の一端をアンカー部材の頭部に螺着した状態において、前記ナットを前記弾性手段を圧縮しながらその螺合位置をアンカー部材側へ移行させた上で、前記延長部材を取外すように構成したことを特徴とする受圧装置。   A first engagement member installed on the anchor member side and a second engagement member installed on the bearing plate side, and the second engagement member includes the first engagement member and the second engagement member. Engage in a state where it can move stepwise only downward, and an elastic means is interposed between the second engaging member and a receiving portion provided on the tightening nut side, and the elastic means The second engaging member is moved downward stepwise by the urging force to absorb a gap generated between the ground side and the anchor member side, and is screwed at one end with respect to the head of the anchor member. An extension member having an attachable screw part and having a male screw similar to the male screw formed on the outer peripheral surface of the anchor member is provided on the outer peripheral surface, and one end of the extension member is screwed to the head of the anchor member In this state, the nut is screwed into the screwed position while compressing the elastic means. On which was transferred to the anchor member, a pressure receiving apparatus characterized by being configured so as to remove the extension member. 前記延長部材の一端にタッピンねじからなる螺着部を形成し、そのタッピンねじによって前記アンカー部材の端部に雌ねじを形成しながら、前記延長部材の一端をアンカー部材の頭部に対して螺着するように構成したことを特徴とする請求項1に記載の受圧装置。   A threaded portion made of a tapping screw is formed at one end of the extension member, and one end of the extension member is screwed to the head of the anchor member while forming an internal thread at the end of the anchor member by the tapping screw. The pressure receiving device according to claim 1, wherein the pressure receiving device is configured as described above. アンカー部材側に設置される第1係合部材と支圧板側に設置される第2係合部材とを備え、それらの第1係合部材と第2係合部材とを第2係合部材が下方へのみ段階的に移動し得る状態に係合させるとともに、前記第2係合部材と締付用のナット側に設けられた受止部との間に弾性手段を介在させ、その弾性手段の付勢力により第2係合部材を下方へ段階的に移動して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するとともに、前記アンカー部材の頭部外周面に形成された雄ねじに螺合可能な雌ねじを有し、外周面に前記ナットに形成された雌ねじに螺合可能な雄ねじを形成した連結用部材と、一端に前記連結用部材に形成された延長用の雌ねじに螺合可能な螺着部を有し、外周面に前記連結用部材の外周面に形成された雄ねじと同様の雄ねじを形成した延長部材を備え、その延長部材の一端をアンカー部材の頭部に螺着された前記連結用部材の延長用の雌ねじに対して螺合した状態において、前記ナットを前記弾性手段を圧縮しながらその螺合位置を前記連結用部材側へ移行させた上で、前記延長部材を取外すように構成したことを特徴とする受圧装置。   A first engagement member installed on the anchor member side and a second engagement member installed on the bearing plate side, and the second engagement member includes the first engagement member and the second engagement member. Engage in a state where it can move stepwise only downward, and an elastic means is interposed between the second engaging member and a receiving portion provided on the tightening nut side, and the elastic means The second engaging member is moved downward stepwise by the urging force to absorb a gap generated between the ground side and the anchor member side, and formed on the outer peripheral surface of the head of the anchor member. A connecting member having a female screw that can be screwed to the male screw and having a male screw that can be screwed to the female screw formed on the outer peripheral surface; and an extending female screw formed on the connecting member at one end. It has a threaded portion that can be screwed, and is formed on the outer peripheral surface of the connecting member on the outer peripheral surface. An extension member formed with a male screw similar to the male screw, and in a state where one end of the extension member is screwed to the female screw for extension of the connecting member screwed to the head of the anchor member, A pressure receiving device configured to remove the extension member after the elastic member is compressed and the screwing position is shifted to the connecting member side.
JP2008028210A 2008-02-07 2008-02-07 Pressure receiving device Active JP5049158B2 (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 (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
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 (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
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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