JP6187986B2 - Pressure fixing arm and anchor construction method to cope with fragile body using the same - Google Patents

Pressure fixing arm and anchor construction method to cope with fragile body using the same Download PDF

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JP6187986B2
JP6187986B2 JP2015148020A JP2015148020A JP6187986B2 JP 6187986 B2 JP6187986 B2 JP 6187986B2 JP 2015148020 A JP2015148020 A JP 2015148020A JP 2015148020 A JP2015148020 A JP 2015148020A JP 6187986 B2 JP6187986 B2 JP 6187986B2
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pressure
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譲二 山下
譲二 山下
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譲二 山下
譲二 山下
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Description

本発明は、例えば、普通のコンクリートに比較して強度と密度が低く、逆に、透水性が高い気泡混合軽量土(FCB)等で構築された脆弱躯体の表面を被覆保護するために取り付けられていた被覆保護材等が剥落してしまうことを抑止し、かつ、その修復にも資することが可能な加圧固定アーム及びこれを用いた脆弱躯体に対処するアンカー工法に関する。   The present invention, for example, has a lower strength and density than ordinary concrete and, conversely, is attached to cover and protect the surface of a fragile enclosure constructed of a gas-mixed lightweight soil (FCB) having high water permeability. The present invention relates to a pressure fixing arm capable of preventing the covering protective material and the like from being peeled off and contributing to the repair thereof, and an anchor method for dealing with a brittle casing using the same.

気泡混合軽量土(FCB)等で構築された脆弱躯体の頂部に道路が舗設される場合がある。この場合、寒冷地において大量に散布された融雪剤(塩化カルシウム等)から溶出した高濃度の塩水が躯体内部に侵入して飽和状態に蓄積されると、被覆保護材を躯体に結合している連結鋼材が異常に早く腐食破断する。   In some cases, a road is paved on the top of a fragile enclosure constructed of a bubble-mixed lightweight soil (FCB) or the like. In this case, when high-concentration salt water eluted from a large amount of snow melting agent (calcium chloride, etc.) sprayed in a cold region penetrates into the housing and accumulates in a saturated state, the covering protective material is bound to the housing. The connected steel material is corroded abnormally quickly.

従来から知られるアンカー工法としては、接着系(ケミカル)アンカー工法や金属系アンカー工法等が存在するが、いずれも躯体が高い強度と密度を備え、躯体の毛細管が滞水していないことが適用の絶対条件であることが知られる。したがって、上述したような脆弱躯体へ、従来のアンカー工法が適用できないという問題がある。   Conventionally known anchoring methods include adhesive (chemical) anchoring methods and metal anchoring methods, all of which apply to the fact that the casing has high strength and density and the capillaries of the casing are not stagnant. It is known that this is an absolute condition. Therefore, there is a problem that the conventional anchor method cannot be applied to the fragile housing as described above.

桑原ら、「温室用基礎としての斜杭の引き抜き特性に関する基礎実験」、大阪府立大学大学院農学生命科学研究科学術報告(2003)、Vol.55、pp.23-28Kuwahara et al., “Fundamental experiments on pulling characteristics of sloping piles as a greenhouse foundation”, Osaka Prefecture University Graduate School of Agricultural and Life Sciences Research Report (2003), Vol.55, pp.23-28

本願の発明者は、土塊様の脆弱躯体へ適用可能なアンカー工法を創作する過程で、上記非特許文献1に接した。この非特許文献1では「温室用基礎としての斜杭の引き抜き特性に関する基礎実験」と題し、特定の斜杭が土壌に対する引き抜き特性において優れている旨の報告がなされている。そうすると、土壌を土塊様の脆弱躯体と類似するものと見立てることにより、特定の斜杭の構造が土塊様の脆弱躯体へ適用できる新規なアンカーの構造を創作するためのヒントとなる可能性が出てきた。   The inventor of this application touched the said nonpatent literature 1 in the process of creating the anchor construction method applicable to a clot-like weak rod. In this Non-Patent Document 1, there is a report entitled “Fundamental experiment on pulling characteristics of sloping pile as a greenhouse foundation” and that a specific sloping pile is excellent in pulling characteristics with respect to soil. Then, assuming that the soil is similar to a clot-like fragile skeleton, the structure of a specific slant pile may serve as a hint for creating a new anchor structure that can be applied to a lumpy-like fragile skeleton. I came.

本発明は、上記実情に鑑み提案され、例えば、土塊様の脆弱躯体の表面を被覆保護するために取り付けられていた被覆保護材が剥落してしまうことを抑止し、かつ、剥落した被覆保護材を土塊様の脆弱躯体へ修復可能となる加圧固定アーム及びこれを用いた脆弱躯体に対処するアンカー工法を提供することを目的とする。   The present invention has been proposed in view of the above circumstances, for example, it is possible to prevent the covering protective material attached to cover and protect the surface of a clot-like fragile enclosure from being peeled off, and to peel off the covering protective material It is an object of the present invention to provide a pressure fixing arm that can repair a fragile body like a lump, and an anchor method for dealing with the fragile body using the pressure fixing arm.

上記目的を達成するため、本発明は、脆弱躯体の表面に被取付部材を取り付けるのに用いる加圧固定アームであって、所定の根入れ深さを有するアンカー部と、一端部に前記アンカー部が貫通する穴を有し、他端部に加圧部を備えた加圧力伝達アーム部と、からなり、前記被取付部材の所定位置から前記脆弱躯体内部へ、前記表面の垂線に対して傾斜させて打ち込まれ、その頭部が前記被取付部材から外部に所定長さ露出させて設置された前記アンカー部の頭部が、前記穴に通され、前記アンカー部が打ち込まれている前記脆弱躯体内部が背面に控える前記被取付部材の所定位置へ、所望の加圧力で前記加圧部が押し付けられことで前記被取付部材の背面が前記脆弱躯体に押し付けられることにより、前記加圧力により発生した反力が、前記加圧力伝達アーム部を介して前記アンカー部の頭部へ偶力として与えられ、この偶力が与えられた前記アンカー部と、前記被取付部材の背面とで前記脆弱躯体が挟み込むように加圧されて第2反力が生じ、この第2反力によって前記アンカー部の引き抜き抵抗力が確保される、ことを特徴とする。   In order to achieve the above object, the present invention provides a pressure fixing arm used for attaching a member to be attached to the surface of a fragile housing, wherein the anchor portion has a predetermined depth of insertion, and the anchor portion is at one end. And a pressurizing force transmission arm portion provided with a pressurizing portion at the other end, and inclined from a predetermined position of the attached member to the inside of the fragile housing with respect to the normal to the surface The fragile housing in which the head portion of the anchor portion, the head portion of which is installed with the head portion exposed to the outside from the attached member for a predetermined length, is passed through the hole and the anchor portion is driven. Generated by the applied pressure by pressing the back surface of the mounted member against the fragile housing by pressing the pressurizing portion with a desired applied pressure to a predetermined position of the mounted member with the inside held on the back. The reaction force is It is given as a couple of force to the head of the anchor part via a pressure transmission arm part, and the weakened body is pressurized so as to be sandwiched between the anchor part to which the couple is applied and the back surface of the attached member. Thus, a second reaction force is generated, and this second reaction force secures a pulling resistance force of the anchor portion.

本発明は、前記穴と前記アンカー部とがネジ構造で連結された、ことを特徴とする。   The present invention is characterized in that the hole and the anchor portion are connected by a screw structure.

本発明は、前記加圧部に、前記加圧力によって撓りやすくするための空隙が形成された、ことを特徴とする。   The present invention is characterized in that a gap is formed in the pressurizing portion so as to be easily bent by the applied pressure.

本発明は、前記加圧部に押しボルト部材が備えられた、ことを特徴とする。   The present invention is characterized in that a pressing bolt member is provided in the pressing portion.

本発明は、土塊様の脆弱躯体の表面を被覆保護する被覆保護材を設置するのに用い、又は前記表面に各種の機具を設置するのに用いる加圧固定アームであって、所定の根入れ深さを有するアンカー部と、板状又は棒状のアーム材で、このアーム材の一端部に前記アンカー部が貫通する穴を有し、他端部に押しボルト部材を備えた加圧力伝達アーム部と、からなり、前記被覆保護材又は前記機具の所定位置から前記脆弱躯体内部へ、前記表面の垂線に対して0〜45度の範囲で傾斜させて打ち込まれ、その頭部が前記被覆保護材又は前記機具の表面から所定長さ露出するように設置された前記アンカー部の前記頭部に、前記加圧力伝達アーム部の前記穴が装着され、前記アンカー部が打ち込まれている前記脆弱躯体内部が背面に控える前記被覆保護材又は前記機具の所定位置へ、所望の加圧力で前記加圧力伝達アーム部の前記押しボルト部材が推進されることで前記被覆保護材又は前記機具の背面が前記脆弱躯体に押しつけられることにより、前記加圧力により発生した反力が、前記加圧力伝達アーム部を介して前記アンカー部の頭部へ偶力として与えられ、この偶力が与えられた前記アンカー部と、前記被覆保護材又は前記機具の背面とで前記脆弱躯体が挟み込むように加圧されて第2反力が生じ、この第2反力によって前記アンカー部の引き抜き抵抗力が確保されることを特徴とする。   The present invention relates to a pressure fixing arm used for installing a covering protective material for covering and protecting the surface of a crumb-like fragile enclosure, or used for installing various devices on the surface, and has a predetermined rooting An arm portion having a depth and a plate-like or rod-like arm material, a pressure transmission arm portion having a hole through which the anchor portion penetrates at one end portion of the arm material and having a push bolt member at the other end portion And is driven into the inside of the fragile housing from a predetermined position of the covering protective material or the device at an angle of 0 to 45 degrees with respect to the normal of the surface, and the head is the covering protective material Alternatively, the inside of the fragile housing in which the hole of the pressurizing force transmission arm portion is attached to the head portion of the anchor portion installed so as to be exposed for a predetermined length from the surface of the device, and the anchor portion is driven The coating on the back The back surface of the covering protective material or the device is pressed against the fragile housing by propelling the push bolt member of the pressure transmission arm portion to a predetermined position of the protective material or the device with a desired pressure. The reaction force generated by the applied pressure is applied as a couple to the head of the anchor portion via the applied pressure transmission arm, and the anchor portion to which the couple is applied and the covering protective material or A second reaction force is generated by pressurizing the fragile casing between the back surface of the device and a pulling resistance force of the anchor portion is secured by the second reaction force.

本発明は、脆弱躯体の表面を被覆保護する被覆保護材を設置するのに用い、又は前記表面に各種の機具を設置固定するのに用いる加圧固定アームであって、所定の根入れ深さを有するアンカー部と、板状又は棒状をしたアーム材で、このアーム材の一端部を前記アンカー部の頭部の雄ネジ部と結合するための雌ネジ穴、又は前記アンカー部の頭部の雄ネジ部に貫通させてナットで結合するための穴を有し、他端部に加圧部を備えた加圧力伝達アーム部と、からなり、前記アンカーの前記頭部に前記アーム材を結合したものが、前記被覆保護材又は前記機具の所定位置から前記脆弱躯体内部へ、前記表面の垂線に対して0〜45度の範囲で傾斜して打ち込まれ、前記加圧部が前記被覆保護材又は前記機具の表面に所定距離先行して接触し、さらに、前記所定距離前記アンカー部を打ち込むことで前記加圧部に所定の加圧力が発生して前記被覆保護材又は前記機具の背面が前記脆弱躯体に押し付けられることにより、前記加圧力の反力が、前記加圧力伝達アーム部を介して前記アンカー部の頭部へ偶力として作用し、前記アンカー部と、前記被覆保護材又は前記機具の背面とで前記脆弱躯体が挟み込むように加圧されて第2反力が生じ、この第2反力によって前記アンカー部の引き抜き抵抗力が確保される、ことを特徴とする。   The present invention is a pressure fixing arm used for installing a covering protective material for covering and protecting the surface of a fragile casing, or used for installing and fixing various devices on the surface, and has a predetermined depth of penetration. And an arm member having a plate shape or a rod shape, and a female screw hole for connecting one end portion of the arm material to a male screw portion of the head portion of the anchor portion, or a head portion of the anchor portion. The arm member is coupled to the head portion of the anchor, having a hole for penetrating the male screw portion and having a hole for coupling with a nut and having a pressurizing portion at the other end. Is driven into the inside of the fragile housing from a predetermined position of the covering protective material or the device with an inclination in a range of 0 to 45 degrees with respect to the normal to the surface, and the pressurizing portion is the covering protective material. Or, contact the surface of the device a predetermined distance in advance, and When the anchor portion is driven into the predetermined distance, a predetermined pressing force is generated in the pressurizing portion, and the back surface of the covering protective material or the device is pressed against the fragile housing, so that a reaction force of the pressing force is generated. And acting as a couple of forces on the head of the anchor portion via the pressure transmission arm portion, and being pressed so that the fragile housing is sandwiched between the anchor portion and the back surface of the covering protective material or the device. A second reaction force is generated, and this second reaction force secures a pulling resistance force of the anchor portion.

本発明は、上記加圧固定アームを用い、前記被覆保護材又は前記機具の所定位置から前記脆弱躯体内部へ、前記表面の垂線に対して0〜45度の範囲で傾斜させて前記アンカー部を打ち込み、その頭部が前記被覆保護材又は前記機具の表面から所定長さ露出するように前記アンカー部を設置し、前記アンカー部の前記頭部に、前記加圧力伝達アーム部の前記穴を装着し、前記アンカー部が打ち込まれている前記脆弱躯体内部が背面に控える前記被覆保護材又は前記機具の所定位置へ、所望の加圧力で前記加圧力伝達アーム部の前記押しボルト部材を推進し、前記被覆保護材又は前記機具の背面を前記脆弱躯体に押しつけることにより、前記加圧力により発生した反力を、前記加圧力伝達アーム部を介して前記アンカー部の頭部へ偶力として与え、この偶力を与えた前記アンカー部と、前記被覆保護材又は前記機具の背面とで前記脆弱躯体を挟み込むように加圧して第2反力を生じさせ、この第2反力によって前記アンカー部の引き抜き抵抗力を確保することを特徴とする脆弱躯体に対処するアンカー工法に係る。   The present invention uses the pressure fixing arm to incline the anchor portion from a predetermined position of the covering protective material or the device to the inside of the fragile housing within a range of 0 to 45 degrees with respect to the normal of the surface. The anchor is installed so that the head is exposed for a predetermined length from the surface of the covering protective material or the device, and the hole of the pressure transmission arm is attached to the head of the anchor Then, the push bolt member of the pressurizing force transmitting arm portion is propelled with a desired pressurizing force to a predetermined position of the covering protective material or the machine that the anchored portion is driven into the back of the fragile housing, The reaction force generated by the applied pressure is applied as a couple to the head of the anchor portion via the applied pressure transmission arm portion by pressing the back surface of the covering protection material or the device against the fragile housing. In addition, a pressure is applied so that the brittle casing is sandwiched between the anchor portion to which the couple is applied and the back surface of the covering protective material or the device, thereby generating a second reaction force, and the anchor portion is generated by the second reaction force. It relates to an anchor method for dealing with a fragile body characterized by securing a pulling-out resistance.

本発明は、上記加圧固定アームを用い、前記アンカー部の頭部に前記アーム材を結合したものを前記被覆保護材又は前記機具の所定位置から前記脆弱躯体内部へ、前記表面の垂線に対して0〜45度の範囲で傾斜させて打ち込み、前記加圧部が前記被覆保護材又は前記機具の表面に所定距離先行して到達し、さらにアンカー部を打ち込み前記所定距離を推進させることで前記加圧部に所定の加圧力が発生して前記被覆保護材又は前記機具の背面が前記脆弱躯体に押し付けられることにより、前記加圧力の反力が、前記加圧力伝達アーム部を介して前記アンカー部の頭部へ偶力として作用し、前記アンカー部と、前記被覆保護材又は前記機具の背面とで前記脆弱躯体が挟み込むように加圧されて第2反力が生じ、この第2反力によって前記アンカー部の引き抜き抵抗力を確保する、ことを特徴とする。   The present invention uses the pressure fixing arm, and connects the arm material to the head of the anchor portion from a predetermined position of the covering protective material or the device to the inside of the fragile housing, with respect to the perpendicular to the surface. Inclined in the range of 0 to 45 degrees, and the pressure part reaches the surface of the covering protective material or the device in advance by a predetermined distance, and further drives the anchor part to drive the predetermined distance. When a predetermined pressing force is generated in the pressurizing portion and the back surface of the covering protective material or the device is pressed against the fragile housing, the reaction force of the pressing force is transferred to the anchor via the pressing force transmitting arm portion. Acting as a couple of forces on the head of the part, and the second reaction force is generated by being pressurized so that the brittle casing is sandwiched between the anchor part and the back surface of the covering protective material or the device. By said en Securing the pulling resistance of over portion, characterized in that.

本発明に係る加圧固定アームは、所定の根入れ深さを有するアンカー部と、一端部にアンカー部が貫通する穴を有し、他端部に加圧部又は押しボルト部材を備えた加圧力伝達アーム部とからなる。加圧力伝達アーム部は、板状又は棒状のアーム材であってもよい。したがって、本発明は、所定長のアンカー部と板状又は棒状の加圧力伝達アーム部という2つの部材で達成されるので、非常に簡便に構成することができる。   The pressure fixing arm according to the present invention includes an anchor portion having a predetermined penetration depth, a hole through which the anchor portion penetrates at one end portion, and a pressure portion or a push bolt member provided at the other end portion. It consists of a pressure transmission arm part. The pressure transmission arm portion may be a plate-shaped or bar-shaped arm material. Therefore, the present invention is achieved by two members, ie, an anchor portion having a predetermined length and a plate-shaped or bar-shaped pressurizing force transmitting arm portion, and thus can be configured very simply.

ちなみに、本発明は、たとえ押しボルト部材を含めても3部材で達成されるものとなる。このような構成の加圧固定アームを用い、被取付部材(被覆保護材又は機具)の所定位置から脆弱躯体内部へ、脆弱躯体の表面の垂線に対して0〜45度の範囲で傾斜させてアンカー部を打ち込み、その頭部が被覆保護材又は機具の表面から所定長さ露出するようにアンカー部を設置する工程を経る。さらに、アンカー部の頭部に、加圧力伝達アーム部の穴を装着する工程を経る。続いて、アンカー部が打ち込まれている脆弱躯体内部が背面に控える被覆保護材又は機具の所定位置へ、所望の加圧力で加圧力伝達アーム部の加圧部又は押しボルト部材を推進し、被覆保護材又は機具の背面を脆弱躯体に押しつける工程を経る。そして、これらの工程により、加圧力により発生した反力を、加圧力伝達アーム部を介してアンカー部の頭部へ偶力として与え、この偶力を与えたアンカー部と、被覆保護材又は機具の背面とで脆弱躯体を挟み込むように加圧して第2反力を生じさせ、この第2反力によってアンカー部の引き抜き抵抗力を確保することができる。すなわち、これらの工程を経ることにより、脆弱躯体に対処するアンカー工法を構築することができる。   Incidentally, the present invention is achieved by three members even if a push bolt member is included. Using the pressure fixing arm having such a structure, the member to be attached (covering protective material or equipment) is inclined from a predetermined position to the inside of the fragile housing within a range of 0 to 45 degrees with respect to the normal to the surface of the fragile housing. The anchor portion is driven, and the anchor portion is installed so that its head is exposed for a predetermined length from the surface of the covering protective material or the device. Furthermore, the process of mounting | wearing the hole of a pressurizing force transmission arm part to the head of an anchor part is passed. Subsequently, the pressurizing part or the push bolt member of the pressurizing force transmission arm part is pushed to a predetermined position of the covering protective material or the equipment in which the inside of the fragile casing in which the anchor part is driven is held on the back surface, and the covering A process of pressing the back surface of the protective material or equipment against the fragile housing is performed. And, by these steps, the reaction force generated by the applied pressure is applied as a couple to the head of the anchor portion via the applied pressure transmission arm portion, and the anchor portion, the covering protective material, or the device that applied the couple force. The second reaction force is generated by pressurizing the brittle casing with the back surface of the anchor member, and the pulling resistance force of the anchor portion can be secured by the second reaction force. That is, through these steps, it is possible to construct an anchor method for dealing with fragile bodies.

したがって、本発明に係る加圧固定アーム及びこれを用いた脆弱躯体に対処するアンカー工法を適用し、脆弱躯体を被覆保護する被覆保護材に対し、躯体から引き剥がそうとする台風時の風力や地震時の地震力を遙かに上回る加圧力(プレストレス)を与えることにより、自ずと施工の過程で安全性能を確保することが可能となる。また、本発明は、脆弱躯体の表面に設置される機具に対しても、躯体から引き剥がそうとする台風時の風力や地震時の地震力を遙かに上回る加圧力を与えて、安全性能を確保することができる。   Therefore, by applying the pressure fixing arm according to the present invention and the anchor method for dealing with the weak housing using the same, the wind power during the typhoon to be peeled off from the housing against the covering protective material for covering and protecting the weak housing By applying a pressure (pre-stress) that far exceeds the seismic force during an earthquake, it is possible to ensure safety performance during the construction process. In addition, the present invention also provides a safety performance to the equipment installed on the surface of the fragile enclosure by applying a pressure much higher than the wind power at the time of a typhoon or the seismic force at the time of an earthquake to be peeled off from the enclosure. Can be secured.

本発明の第1実施形態に係る加圧固定アームの構成を概略で説明する概略説明図である。It is a schematic explanatory drawing which illustrates roughly the structure of the pressurization fixing arm which concerns on 1st Embodiment of this invention. 本発明の第1実施形態に係る加圧固定アームが保護壁パネルで表面が被覆保護された脆弱躯体に適用された例を、断面図で説明する断面説明図である。FIG. 3 is a cross-sectional explanatory view illustrating an example in which the pressure fixing arm according to the first embodiment of the present invention is applied to a fragile housing whose surface is covered and protected by a protective wall panel, in a cross-sectional view. 本発明の第1実施形態に係る加圧固定アームが保護壁パネルで表面が被覆保護された脆弱躯体に適用された例を、側面図で説明する側面説明図である。It is side surface explanatory drawing explaining the example in which the pressurization fixing arm which concerns on 1st Embodiment of this invention was applied to the weak housing by which the surface was coat | covered and protected with the protection wall panel. 本発明の第1実施形態に係る脆弱躯体に対処するアンカー工法を適用するため、保護壁パネルに打ち込むアンカー用のガイド穴を形成している過程を説明する説明画像図である。It is an explanatory image figure explaining the process in which the guide hole for anchors driven into a protection wall panel is formed in order to apply the anchor construction method which copes with the weak case concerning a 1st embodiment of the present invention. 本発明の第1実施形態に係るアンカー工法において、保護壁パネルから所定長露出したアンカーの頭部に加圧力伝達アームを装着する過程を説明する説明画像図である。In the anchor construction method concerning a 1st embodiment of the present invention, it is an explanatory image figure explaining the process of mounting a pressurizing force transmission arm on the head of an anchor exposed for a predetermined length from a protection wall panel. 本発明の第1実施形態に係るアンカー工法において、保護壁パネルを貫通させてアンカーを脆弱躯体に打ち込む過程を説明する説明画像図である。In an anchor construction method concerning a 1st embodiment of the present invention, it is an explanatory image figure explaining a process which penetrates a protection wall panel and drives an anchor into a weak case. 本発明の第1実施形態に係るアンカー工法において、所望の加圧力で加圧力伝達アームの押しボルト部材を推進し、保護壁パネルの背面を脆弱躯体に押しつける過程を説明する説明画像図である。In the anchor construction method concerning a 1st embodiment of the present invention, it is an explanatory image figure explaining a process which pushes a pushing bolt member of a pressurizing force transmission arm with a desired pressurizing force, and presses the back of a protection wall panel on a weak case. 本発明の第1実施形態に係るアンカー工法が適用され、偶力が与えられたアンカーと、保護壁パネルの背面とで脆弱躯体が挟み込むように加圧されて反力が生じ、この反力によって前記アンカーの引き抜き抵抗力が確保される状態を説明する説明画像図である。The anchor construction method according to the first embodiment of the present invention is applied, and a reaction force is generated by being pressed so that the brittle casing is sandwiched between the anchor to which the couple is given and the back surface of the protective wall panel. It is an explanatory image figure explaining the state where the extraction resistance of the anchor is secured. 本発明の第2実施形態に係るアンカー工法が適用され、偶力が与えられたアンカーと、保護壁パネルの背面とで脆弱躯体が挟み込むように加圧されて反力が生じ、この反力によって前記アンカーの引き抜き抵抗力が確保される状態を説明する説明図である。The anchor construction method according to the second embodiment of the present invention is applied, and a reaction force is generated by pressing so that the brittle casing is sandwiched between the anchor to which the couple is given and the back surface of the protective wall panel. It is explanatory drawing explaining the state by which the extraction resistance force of the said anchor is ensured. 本発明の実施形態に係る加圧固定アームの加圧力伝達アームの外観が示され、(a)が第1実施形態に係る加圧固定アームの加圧力伝達アームの外観斜視図、(b)が第2実施形態に係る加圧固定アームの加圧力伝達アームの外観斜視図である。The appearance of the pressure transmission arm of the pressure fixing arm according to the embodiment of the present invention is shown, (a) is an external perspective view of the pressure transmission arm of the pressure fixing arm according to the first embodiment, (b). It is an external appearance perspective view of the pressurizing force transmission arm of the pressurization fixing arm concerning a 2nd embodiment.

以下、本発明に係る加圧固定アーム及びこれを用いた脆弱躯体に対処するアンカー工法に関する第1実施形態を、図面を参照しつつ説明する。以下に説明する第1実施形態は、本発明の構成を具現化した例示に過ぎず、本発明は、特許請求の範囲に記載した事項を逸脱することがなければ、種々の設計変更を行うことができる。なお、以下の第1実施形態では、保護壁パネルが表面に被覆保護されている脆弱躯体に適用した加圧固定アーム及びこれを用いた脆弱躯体に対処するアンカー工法を説明する。   Hereinafter, a first embodiment relating to a pressure fixing arm according to the present invention and an anchor method for dealing with a fragile body using the same will be described with reference to the drawings. The first embodiment described below is merely an example embodying the configuration of the present invention, and the present invention can be modified in various ways without departing from the matters described in the claims. Can do. In the following first embodiment, a pressure fixing arm applied to a fragile housing whose protective wall panel is covered and protected and an anchor method for dealing with the fragile housing using the same will be described.

本発明は、普通のコンクリートに比較して強度と密度が低く、逆に、透水性が高い気泡混合軽量土(FCB)等で構築された脆弱躯体に適用可能な加圧固定アーム及びこれを用いた脆弱躯体に対処するアンカー工法に係る。本発明に係る加圧固定アーム1を適用すれば、図1〜図3に示すように、例えば、脆弱躯体Bの被取付部材として脆弱躯体Bを被覆保護する被覆保護材としての保護壁パネルPに対し、躯体Bから引き剥がそうとする台風時の風力や地震時の地震力を遙かに上回る加圧力を与えて安全性能を確保することができる。特に、この安全性能は、本発明に係る加圧固定アーム1を用いた脆弱躯体に対処するアンカー工法の施工の過程で自ずと確保されるものとなる。なお、被取付部材は、保護壁パネルPの他、各種の機具(図4参照)であってもよい。   The present invention relates to a pressure fixing arm applicable to a brittle frame constructed of a bubble-mixed lightweight soil (FCB) having low strength and density compared to ordinary concrete and having high water permeability. It relates to the anchor method to deal with the fragile body that had been. When the pressure fixing arm 1 according to the present invention is applied, as shown in FIGS. 1 to 3, for example, a protective wall panel P as a covering protective material that covers and protects the fragile housing B as a member to be attached to the fragile housing B On the other hand, the safety performance can be ensured by applying a pressing force far exceeding the wind power at the time of the typhoon to be peeled off from the chassis B or the seismic force at the time of the earthquake. In particular, this safety performance is naturally secured in the course of the construction of the anchor method for dealing with a fragile housing using the pressure fixing arm 1 according to the present invention. In addition to the protective wall panel P, the mounted member may be various types of equipment (see FIG. 4).

加圧固定アーム1は、所定の根入れ深さ、例えば、径の20倍以上の根入れ深さ又は、10cm〜100cm程度の根入れ深さを有するアンカー2を備える。さらに、板状又は棒状、例えば、板状のアーム材で途中に屈曲部31が形成され、この屈曲部31を介した一方の板片部である一端部32にアンカー2が貫通する穴32aを有し、アーム材の他方の板片部である他端部33に押しボルト4を備えた加圧力伝達アーム3を備えている(図10(a)参照)。   The pressure fixing arm 1 includes an anchor 2 having a predetermined depth of penetration, for example, a depth of depth of 20 times or more of a diameter or a depth of about 10 cm to 100 cm. Further, a bent portion 31 is formed in the middle of a plate-like or bar-like, for example, plate-like arm material, and a hole 32a through which the anchor 2 passes is provided at one end 32 that is one plate piece portion via the bent portion 31. The other end portion 33, which is the other plate piece portion of the arm material, is provided with the pressure transmission arm 3 provided with the push bolt 4 (see FIG. 10A).

他端部33には押しボルト4が貫通する穴が設けられている。押しボルト4は他端部33において、レンチ等でその先端が穴を貫通するようにして推進されることで、先端41が保護壁パネルPを加圧することになる。   The other end 33 is provided with a hole through which the push bolt 4 passes. The push bolt 4 is pushed at the other end 33 with a wrench or the like so that the tip of the push bolt 4 penetrates the hole, so that the tip 41 presses the protective wall panel P.

第1実施形態において、屈曲部31の一端部32に対する他端部33の角度は135〜180度の鈍角である。本発明においてアーム材は、屈曲部31の一端部32に対する他端部33の角度が180度となる平板材であることが許容される。また、上述のように加圧力伝達アーム3は板状であっても、棒状であっても構わない。   In the first embodiment, the angle of the other end portion 33 with respect to the one end portion 32 of the bent portion 31 is an obtuse angle of 135 to 180 degrees. In the present invention, the arm material is allowed to be a flat plate material in which the angle of the other end portion 33 with respect to the one end portion 32 of the bent portion 31 is 180 degrees. Further, as described above, the pressure transmission arm 3 may be plate-shaped or rod-shaped.

図1〜図3において、脆弱躯体Bに適用された加圧固定アーム1は、アンカー2が保護壁パネル1の所定位置から脆弱躯体B内部へ、脆弱躯体Bの表面の垂線に対して0〜45度の範囲、例えば、図1等において30度に傾斜させて打ち込まれている。特に、その頭部21が保護壁パネルPの表面から所定長さ(例えば、2〜8cm)露出するように設置される。アンカー2の頭部21には、加圧力伝達アーム3の穴32aが装着されている。   In FIG. 1 to FIG. 3, the pressure fixing arm 1 applied to the fragile housing B has an anchor 2 extending from a predetermined position of the protective wall panel 1 to the inside of the fragile housing B with respect to the normal to the surface of the fragile housing B. It is driven at an angle of 45 degrees, for example, 30 degrees in FIG. In particular, the head 21 is installed such that a predetermined length (for example, 2 to 8 cm) is exposed from the surface of the protective wall panel P. A hole 32 a of the pressure transmission arm 3 is attached to the head 21 of the anchor 2.

さらに、加圧力伝達アーム3に備えられた押しボルト4が、アンカー2が打ち込まれている脆弱躯体B内部を背面に控える保護壁パネルPの所定位置へ所望の加圧力で推進されることで、保護壁パネルPの背面が脆弱躯体Bに押しつけられる。押しボルト4を推進する加圧力は、例えば、トルク付きレンチを使用することにより所望の加圧力を設定することができる。例えば、250〜500ニュートン(N)、さらには500〜1000ニュートン(N)の加圧力で押しボルト4を推進することができる。   Further, the push bolt 4 provided in the pressure transmission arm 3 is propelled with a desired pressure to a predetermined position of the protective wall panel P holding the inside of the fragile housing B into which the anchor 2 is driven, on the back. The back surface of the protective wall panel P is pressed against the fragile housing B. The pressurizing force for propelling the push bolt 4 can be set to a desired pressurizing force by using, for example, a torque wrench. For example, the push bolt 4 can be propelled with a pressing force of 250 to 500 Newton (N), and further 500 to 1000 Newton (N).

これにより、保護壁パネルPには上記加圧力により反力が発生し、この反力が加圧力伝達アーム3を介してアンカー2の頭部へ偶力として与えられる。偶力が与えられたアンカー2は、保護壁パネルPの背面とで脆弱躯体Bを挟み込むように加圧し、この挟み込むような加圧力に対し脆弱躯体Bにおいて第2反力が生じる。この第2反力に基づきアンカー2には、引き抜き抵抗力が備わることとなる。しかも、その引き抜き抵抗力は、押しボルト4に設定した加圧力と、ほぼ同じ値の力として得られる。   As a result, a reaction force is generated in the protective wall panel P due to the applied pressure, and this reaction force is applied as a couple to the head of the anchor 2 via the applied pressure transmission arm 3. The anchor 2 to which the couple is applied is pressurized so as to sandwich the fragile casing B with the back surface of the protective wall panel P, and a second reaction force is generated in the fragile casing B against the applied pressure. Based on this second reaction force, the anchor 2 is provided with a pulling resistance force. Moreover, the pulling resistance force is obtained as a force having substantially the same value as the pressure set on the push bolt 4.

以下、図4〜図8に基づき、本発明に係る加圧固定アームを用いた脆弱躯体に対処するアンカー工法について簡単に説明していく。   Hereinafter, based on FIGS. 4-8, the anchor construction method which copes with the weak housing using the pressurization fixing arm which concerns on this invention is demonstrated easily.

まず、図4に示すように、保護壁パネルPの所定位置に脆弱躯体B内部へ向けて、脆弱躯体Bの表面の垂線に対して0〜45度の範囲の所定角度に傾斜させた穴を形成する。この穴は、アンカー2を打ち込むためのガイド穴である。   First, as shown in FIG. 4, a hole inclined at a predetermined angle in a range of 0 to 45 degrees with respect to a normal of the surface of the fragile casing B toward the inside of the fragile casing B at a predetermined position of the protective wall panel P. Form. This hole is a guide hole for driving the anchor 2.

次に、図5に示すように、その頭部21が保護壁パネルPの表面から所定長さ露出するようにして、このガイド穴にアンカー2を打ち込む。アンカー2の頭部21に、加圧力伝達アーム3の穴32aを装着する。   Next, as shown in FIG. 5, the anchor 2 is driven into the guide hole so that the head 21 is exposed for a predetermined length from the surface of the protective wall panel P. A hole 32 a of the pressure transmission arm 3 is attached to the head 21 of the anchor 2.

さらに、図6に示すように、護壁パネルPの所定位置から脆弱躯体B内部へ向けて開けたガイド穴へアンカー2を更に深く打ち込んでいく。アンカー2をガイド穴に深く打ち込んだら、図7に示すように、トルク付きレンチに所望の加圧力(例えば、500N)を設定した上で、このトルク付きレンチで加圧力伝達アーム3に備えた押しボルト4を保護壁パネルPへ向けて推進する。これにより保護壁パネルPの背面は、図8に示すように、脆弱躯体Bに押しつけられる。   Further, as shown in FIG. 6, the anchor 2 is driven deeper into a guide hole opened from a predetermined position of the barrier panel P toward the inside of the fragile housing B. When the anchor 2 is driven deeply into the guide hole, as shown in FIG. 7, a desired pressure (for example, 500 N) is set on the torque wrench and the pressure transmission arm 3 is pushed by the torque wrench. The bolt 4 is propelled toward the protective wall panel P. Thereby, the back surface of the protective wall panel P is pressed against the fragile casing B as shown in FIG.

図8において、加圧固定アーム1が適用された脆弱躯体Bでは、上記加圧力により反力が発生し、この反力は加圧力伝達アーム3を介してアンカー2の頭部21へ偶力として与えられている。さらに、この偶力が与えられたアンカー2は、保護壁パネルPの背面とで脆弱躯体Bを挟み込むようにして加圧することになる。この加圧に対して脆弱躯体Bでは、押しボルト4の推進による加圧で発生するのと異なる第2反力が生じる。そして、この第2反力は、アンカー2の引き抜き抵抗力として備わることとなる。特に、アンカー2の引き抜き抵抗力は設定したトルク付きレンチの加圧力とほぼ同じ値で得られるのである。   In FIG. 8, in the fragile housing B to which the pressure fixing arm 1 is applied, a reaction force is generated by the applied pressure, and this reaction force is applied as a couple to the head 21 of the anchor 2 via the applied pressure transmission arm 3. Is given. Furthermore, the anchor 2 to which the couple is given is pressurized so as to sandwich the fragile casing B with the back surface of the protective wall panel P. In the case B vulnerable to this pressurization, a second reaction force different from that generated by pressurization by the push bolt 4 is generated. The second reaction force is provided as a pulling resistance force of the anchor 2. In particular, the pull-out resistance force of the anchor 2 can be obtained with substantially the same value as the set pressure of the torque-equipped wrench.

ここで、脆弱躯体から保護壁パネルを剥がそうとする力の例として、台風時に発生する負の風圧力と、地震時に発生する地震慣性力が想定される。これに基づき、強風時に大規模地震が発生したものと仮定し、加圧固定アームのアンカーの最大の引き抜き荷重を計算したので、以下に説明する。   Here, as an example of the force for peeling the protective wall panel from the fragile enclosure, a negative wind pressure generated during a typhoon and an earthquake inertia force generated during an earthquake are assumed. Based on this, it was assumed that a large-scale earthquake occurred during a strong wind, and the maximum pull-out load of the anchor of the fixed pressure arm was calculated.

計算条件は、以下のとおりである。
(1)壁面高さ(h) h=15.00m
(2)保護壁パネル1枚あたりの面積(s) s=0.27(平方m)
(3)保護壁パネル1枚あたりの重量(w) w=21(kg)
(4)地震慣性力(kh) kh=0.24
なお、保護壁パネルは、900mm×300mmの矩形とする。
The calculation conditions are as follows.
(1) Wall height (h) h = 15.00m
(2) Area per protective wall panel (s) s = 0.27 (square m)
(3) Weight per protective wall panel (w) w = 21 (kg)
(4) Seismic inertia force (kh) kh = 0.24
The protective wall panel is a rectangle of 900 mm × 300 mm.

保護壁パネル1枚当たりが負担する風圧力(P)を求める。
P=605.7504(Nf)
なお、『道路土木障壁工指針(平成24年度版)』(4−2−7風荷重)において示される数値[空気密度1.23(kg/m3)、設計基準風速40(m/s)、抗力係数1.2、ガスト応答係数1.9等]を代入して求めた。
The wind pressure (P) borne by one protective wall panel is obtained.
P = 6055.7504 (Nf)
In addition, numerical value [air density 1.23 (kg / m 3 ), design standard wind speed 40 (m / s) shown in "Road civil engineering barrier work guideline (2012 version)" (4-2-7 wind load) , Drag coefficient 1.2, gust response coefficient 1.9, etc.].

保護壁パネル1枚当たりが負担する地震慣性力(Gh)を求める。
Gh=9.8×w×kh=49.392(Nf)
Obtain the earthquake inertia force (Gh) that is borne by each protective wall panel.
Gh = 9.8 × w × kh = 49.392 (Nf)

パネル1枚当たりの最大荷重(Fmax)は、以下のとおりとなる。
Fmax=P+Gh=655.1424(Nf)
The maximum load (Fmax) per panel is as follows.
Fmax = P + Gh = 6555.1424 (Nf)

そうすると、パネル1枚あたり2本の加圧固定アームを適用したとき、アンカー1本あたりの引き抜き最大強度(F)は、以下のとおりとなる。
F=655.1424/2=327.5712(Nf)
Then, when two pressure fixing arms are applied per panel, the maximum pull-out strength (F) per anchor is as follows.
F = 6555.1424 / 2 = 327.5712 (Nf)

本発明では、トルク付きレンチで例えば、500Nの加圧力を設定して押しボルト4を推進したとき、500Nとほぼ同じ値のアンカーの引き抜き抵抗力を確保することができる。一方で、アンカー1本あたりの引き抜き最大強度(F)は、上述のように、327.5712(Nf)で良い。したがって、本発明のアンカー工法を適用し、脆弱躯体を被覆保護する被覆保護材に対し、躯体から引き剥がそうとする台風時の風力や地震時の地震力を遙かに上回る加圧力(プレストレス)を与えることで、自ずと施工の過程で安全性能を確保することが可能となると理解される。   In the present invention, for example, when the pressing bolt 4 is propelled by setting a pressurizing force of 500 N with a wrench with torque, it is possible to secure the anchor pull-out resistance of approximately the same value as 500 N. On the other hand, the maximum extraction strength (F) per anchor may be 327.5712 (Nf) as described above. Therefore, by applying the anchor method of the present invention to the covering protective material that covers and protects the fragile enclosure, the applied pressure (pre-stress) is much higher than the wind power at the time of typhoon to be peeled off from the enclosure and the seismic force at the time of earthquake. ), It is understood that safety performance can be secured during the construction process.

次に、本発明の第2実施形態に係る加圧固定アームを図面に基づいて説明する。図9及び図10(b)は、本発明の第2実施形態に係る加圧固定アームの加圧力伝達アームが示されている。なお、以下の説明では、第1実施形態に係る加圧固定アーム1と異なる構成のみが説明され、同じ構成の説明が省略されている。   Next, a pressure fixing arm according to a second embodiment of the present invention will be described with reference to the drawings. FIG. 9 and FIG. 10B show a pressure transmission arm of the pressure fixing arm according to the second embodiment of the present invention. In the following description, only the configuration different from the pressure fixing arm 1 according to the first embodiment is described, and the description of the same configuration is omitted.

図10(b)に示されているとおり、加圧力伝達アーム103は、一端部132の穴132aが雌ネジ構造であり、一方、アンカー部2が雄ネジ構造であることにより、穴132aとアンカー部2とがネジ構造で連結される。また、加圧力伝達アーム103は、他端部133である加圧部105に、加圧力によって撓りやすくするための空隙106が形成されている。なお、加圧力伝達アーム103は、一端部132の穴132aが雌ネジ構造である場合の他、穴132aに通されたアンカー部2をナット(図示省略)で結合する構造であってもよい。   As shown in FIG. 10 (b), the pressure transmission arm 103 has a hole 132a at one end 132 having a female screw structure, while the anchor portion 2 has a male screw structure. The part 2 is connected with a screw structure. In addition, the pressurizing force transmission arm 103 is formed with a gap 106 in the pressurizing portion 105 which is the other end portion 133 so as to be easily bent by the applied pressure. The pressurizing force transmission arm 103 may have a structure in which the anchor portion 2 passed through the hole 132a is coupled with a nut (not shown) in addition to the case where the hole 132a of the one end portion 132 has a female screw structure.

以下、本発明の第2実施形態に係る加圧固定アームを用いた脆弱躯体Bに対処するアンカー工法について、第1実施形態と異なる箇所について簡単に説明していく。   Hereinafter, regarding the anchor method for dealing with the fragile skeleton B using the pressure fixing arm according to the second embodiment of the present invention, portions different from the first embodiment will be briefly described.

図9に示されているとおり、加圧力伝達アーム103の一端部132に形成された雌ネジの穴132aと、雄ネジ構造のアンカー部2とを連結する。その際、アンカー部2の頭部121が一端部132から所定の長さ(例えば、1〜3cm)露出させ、保護壁パネルPに形成されたガイド穴にアンカー2を打ち込む。そして、加圧部105が保護壁パネルPの表面に所定距離(例えば、1〜2cm)先行して接触させる(図9における符号Y参照)。   As shown in FIG. 9, the female screw hole 132 a formed in the one end portion 132 of the pressurizing force transmission arm 103 is connected to the anchor portion 2 having a male screw structure. At that time, the head portion 121 of the anchor portion 2 is exposed from the one end portion 132 to a predetermined length (for example, 1 to 3 cm), and the anchor 2 is driven into a guide hole formed in the protective wall panel P. And the pressurization part 105 makes a predetermined distance (for example, 1-2 cm) contact the surface of the protective wall panel P ahead (refer the code | symbol Y in FIG. 9).

さらに、アンカー2を深く打ち込み(図6参照)、加圧部105を保護壁パネルPに押し付ける。これにより保護壁パネルPの背面は、脆弱躯体Bに押し付けられる(図9参照)。   Further, the anchor 2 is driven deeply (see FIG. 6), and the pressure unit 105 is pressed against the protective wall panel P. Thereby, the back surface of the protective wall panel P is pressed against the fragile housing B (see FIG. 9).

加圧固定アームが適用された脆弱躯体Bでは、加圧力により反力が発生し、この反力は加圧力伝達アーム103を介してアンカー2の頭部21へ偶力として与えられている。さらに、この偶力が与えられたアンカー2は、保護壁パネルPの背面とで脆弱躯体Bを挟み込むようにして加圧することになる。この加圧に対して脆弱躯体Bでは、加圧部105の押し付けによる加圧で発生するのと異なる第2反力が生じる。そして、この第2反力は、アンカー2の引き抜き抵抗力として備わることとなる。   In the fragile housing B to which the pressure fixing arm is applied, a reaction force is generated by the applied pressure, and this reaction force is applied as a couple to the head 21 of the anchor 2 through the applied pressure transmission arm 103. Furthermore, the anchor 2 to which the couple is given is pressurized so as to sandwich the fragile casing B with the back surface of the protective wall panel P. In the fragile housing B against this pressurization, a second reaction force different from that generated by the pressurization by the pressurization unit 105 is generated. The second reaction force is provided as a pulling resistance force of the anchor 2.

以上、本発明について出願人が最良であると信じる実施形態をいくつか詳述したが、本発明は、特許請求の範囲に記載された事項を逸脱することがなければ、上記実施形態に限定されることなく、種々の設計変更を行うことが可能である。上記実施形態では、本発明を用い、脆弱躯体の表面に保護壁パネルが被覆保護され、保護壁パネルが剥落してしまうことを抑止し、かつ、剥落した保護壁パネルを脆弱躯体へ修復可能とする例について説明した。しかしながら、このような例に限定されず、脆弱躯体に所定の機具が設置された例に本発明を適用し、その機具が剥落してしまうことを抑止し、かつ、剥落した機具を脆弱躯体へ修復可能とすることができる。   While the present invention has been described in detail with respect to several embodiments that the applicant believes to be the best, the present invention is not limited to the embodiments described above without departing from the scope of the claims. Various design changes can be made without any change. In the above embodiment, the present invention is used, the protective wall panel is covered and protected on the surface of the fragile casing, the protective wall panel is prevented from peeling off, and the peeled protective wall panel can be restored to the fragile casing. The example to do was demonstrated. However, the present invention is not limited to such an example, and the present invention is applied to an example in which a predetermined device is installed in the fragile housing, and the device is prevented from peeling off, and the peeled device is turned into the fragile housing. It can be repairable.

また、図4〜図8において、アンカーにナットが付された形態が開示されているが、このナットは、アンカーを脆弱躯体へ打ち込みやすくする目的で設けたに過ぎず、本発明において必須の構成とはならないものである。その他、加圧固定アームを構成する構成部品の材質等は限定されず、用途に応じて適した材質の金属、その他の材料を採用することができる。   Moreover, although the form with which the nut was attached to the anchor was disclosed in FIGS. 4-8, this nut was only provided in order to make it easy to drive an anchor into a weak housing, and is an essential structure in the present invention. Is not something. In addition, the material of the components constituting the pressure fixing arm is not limited, and a metal or other material suitable for the application can be used.

1・・・・・・・・・加圧固定アーム
2・・・・・・・・・アンカー
21,121・・・・頭部
3,103・・・・・加圧力伝達アーム
31・・・・・・・・屈曲部
32,132・・・・一端部
32a、132a・・穴
33,133・・・・他端部
4・・・・・・・・・押しボルト
41・・・・・・・・先端
105・・・・・・・加圧部
106・・・・・・・空隙
B・・・・・・・・・脆弱躯体
P・・・・・・・・・保護壁パネル
1 ······· Pressure fixing arm 2 ······················ Anchor 21, 121 ··· Head 3, 103 ··· Pressure transmission arm 31 ··· ... Bending part 32,132 .... One end part 32a, 132a .... Hole 33, 133 ... ... Other end part 4 ... ... Push bolt 41 ... ············ 105 ·······························································································

Claims (8)

脆弱躯体の表面に被取付部材を取り付けるのに用いる加圧固定アームであって、
所定の根入れ深さを有するアンカー部と、
一端部に前記アンカー部が貫通する穴を有し、他端部に加圧部を備えた加圧力伝達アーム部と、からなり、
前記被取付部材の所定位置から前記脆弱躯体内部へ、前記表面の垂線に対して傾斜させて打ち込まれ、その頭部が前記被取付部材から外部に所定長さ露出させて設置された前記アンカー部の頭部が、前記穴に通され、
前記アンカー部が打ち込まれている前記脆弱躯体内部が背面に控える前記被取付部材の所定位置へ、所望の加圧力で前記加圧部が押し付けられことで前記被取付部材の背面が前記脆弱躯体に押し付けられることにより、
前記加圧力により発生した反力が、前記加圧力伝達アーム部を介して前記アンカー部の頭部へ偶力として与えられ、この偶力が与えられた前記アンカー部と、前記被取付部材の背面とで前記脆弱躯体が挟み込むように加圧されて第2反力が生じ、
この第2反力によって前記アンカー部の引き抜き抵抗力が確保される、
ことを特徴とする加圧固定アーム。
A pressure fixing arm used to attach a member to be attached to the surface of the fragile housing,
An anchor portion having a predetermined penetration depth;
A pressure transmission arm portion having a hole through which the anchor portion penetrates at one end portion and a pressurizing portion at the other end portion;
The anchor portion that is driven from a predetermined position of the mounted member into the weak housing by being inclined with respect to the normal of the surface, and the head portion of the anchor member is exposed to a predetermined length from the mounted member. Is passed through the hole,
The back surface of the attached member is pressed against the fragile housing by pressing the pressurizing portion with a desired applied pressure to a predetermined position of the attached member that the inside of the fragile housing in which the anchor portion is driven is held back. By being pressed,
The reaction force generated by the applied pressure is applied as a couple to the head of the anchor portion via the applied pressure transmission arm, and the anchor portion to which the couple is applied and the back surface of the attached member The second reaction force is generated by being pressurized so that the fragile housing is sandwiched between
With this second reaction force, the pullout resistance force of the anchor portion is ensured.
A pressure fixing arm.
前記穴と前記アンカー部とがネジ構造で連結された、
ことを特徴とする請求項1に記載された加圧固定アーム。
The hole and the anchor portion are connected by a screw structure,
The pressure fixing arm according to claim 1.
前記加圧部に、前記加圧力によって撓りやすくするための空隙が形成された、
ことを特徴とする請求項1または請求項2に記載された加圧固定アーム。
In the pressurizing part, a gap was formed for easy bending by the applied pressure.
The pressure fixing arm according to claim 1, wherein the pressure fixing arm is provided.
前記加圧部に押しボルト部材が備えられた、
ことを特徴とする請求項1から請求項3のいずれか1項に加圧固定アーム。
A pressing bolt member was provided in the pressurizing part,
The pressure fixing arm according to any one of claims 1 to 3, wherein the pressure fixing arm is provided.
土塊様の脆弱躯体の表面を被覆保護する被覆保護材を設置するのに用い、又は前記表面に各種の機具を設置するのに用いる加圧固定アームであって、
所定の根入れ深さを有するアンカー部と、
板状又は棒状のアーム材で、このアーム材の一端部に前記アンカー部が貫通する穴を有し、他端部に押しボルト部材を備えた加圧力伝達アーム部と、からなり、
前記被覆保護材又は前記機具の所定位置から前記脆弱躯体内部へ、前記表面の垂線に対して0〜45度の範囲で傾斜させて打ち込まれ、その頭部が前記被覆保護材又は前記機具の表面から所定長さ露出するように設置された前記アンカー部の頭部に、前記加圧力伝達アーム部の前記穴が装着され、
前記アンカー部が打ち込まれている前記脆弱躯体内部が背面に控える前記被覆保護材又は前記機具の所定位置へ、所望の加圧力で前記加圧力伝達アーム部の前記押しボルト部材が推進されることで前記被覆保護材又は前記機具の背面が前記脆弱躯体に押しつけられることにより、
前記加圧力により発生した反力が、前記加圧力伝達アーム部を介して前記アンカー部の頭部へ偶力として与えられ、この偶力が与えられた前記アンカー部と、前記被覆保護材又は前記機具の背面とで前記脆弱躯体が挟み込むように加圧されて第2反力が生じ、
この第2反力によって前記アンカー部の引き抜き抵抗力が確保される、
ことを特徴とする加圧固定アーム。
A pressure fixing arm used to install a covering protective material that covers and protects the surface of a clot-like brittle enclosure, or used to install various devices on the surface;
An anchor portion having a predetermined penetration depth;
A plate-shaped or bar-shaped arm material, having a hole through which the anchor portion penetrates at one end portion of the arm material, and a pressurizing force transmission arm portion having a push bolt member at the other end portion,
It is driven into the inside of the fragile housing from a predetermined position of the covering protective material or the device at an angle of 0 to 45 degrees with respect to the normal of the surface, and its head is the surface of the covering protective material or the device. The hole of the pressure transmission arm part is attached to the head of the anchor part installed to be exposed for a predetermined length from
The push bolt member of the pressurizing force transmission arm portion is propelled with a desired pressurizing force to a predetermined position of the covering protective material or the machine that the inside of the fragile housing in which the anchor portion is driven is held back. By pressing the back surface of the covering protective material or the device against the fragile housing,
The reaction force generated by the applied pressure is applied as a couple to the head of the anchor portion via the applied pressure transmission arm portion, and the anchor portion to which the couple is applied and the covering protective material or the A second reaction force is generated by being pressurized so that the fragile housing is sandwiched between the back surface of the device,
With this second reaction force, the pullout resistance force of the anchor portion is ensured.
A pressure fixing arm.
脆弱躯体の表面を被覆保護する被覆保護材を設置するのに用い、又は前記表面に各種の機具を設置固定するのに用いる加圧固定アームであって、
所定の根入れ深さを有するアンカー部と、
板状又は棒状をしたアーム材で、このアーム材の一端部を前記アンカー部の頭部の雄ネジ部と結合するための雌ネジ穴、又は前記アンカー部の頭部の雄ネジ部に貫通させてナットで結合するための穴を有し、他端部に加圧部を備えた加圧力伝達アーム部と、からなり、
前記アンカーの前記頭部に前記アーム材を結合したものが、前記被覆保護材又は前記機具の所定位置から前記脆弱躯体内部へ、前記表面の垂線に対して0〜45度の範囲で傾斜して打ち込まれ、前記加圧部が前記被覆保護材又は前記機具の表面に所定距離先行して接触し、さらに、前記所定距離前記アンカー部を打ち込むことで前記加圧部に所定の加圧力が発生して前記被覆保護材又は前記機具の背面が前記脆弱躯体に押し付けられることにより、
前記加圧力の反力が、前記加圧力伝達アーム部を介して前記アンカー部の頭部へ偶力として作用し、前記アンカー部と、前記被覆保護材又は前記機具の背面とで前記脆弱躯体が挟み込むように加圧されて第2反力が生じ、
この第2反力によって前記アンカー部の引き抜き抵抗力が確保される、
ことを特徴とする加圧固定アーム。
A pressure fixing arm used to install a covering protective material for covering and protecting the surface of the fragile housing, or used to install and fix various devices on the surface;
An anchor portion having a predetermined penetration depth;
A plate-like or rod-like arm material, one end of this arm material is passed through a female screw hole for coupling with the male screw portion of the head portion of the anchor portion, or the male screw portion of the head portion of the anchor portion. A pressure transmission arm portion having a hole for coupling with a nut and having a pressurizing portion at the other end,
The arm member coupled to the head portion of the anchor portion is inclined from a predetermined position of the covering protective material or the device to the inside of the fragile housing within a range of 0 to 45 degrees with respect to the normal of the surface. The pressurizing unit is brought into contact with the surface of the covering protective material or the device in advance by a predetermined distance, and further, the predetermined pressurizing force is generated in the pressurizing unit by driving the anchor unit for the predetermined distance. Then, the back surface of the covering protective material or the device is pressed against the fragile housing,
The reaction force of the applied pressure acts as a couple of forces on the head of the anchor part via the applied pressure transmission arm part, and the brittle casing is formed between the anchor part and the back surface of the covering protective material or the device. The second reaction force is generated by being pressed so as to sandwich,
With this second reaction force, the pullout resistance force of the anchor portion is ensured.
A pressure fixing arm.
請求項5に記載の加圧固定アームを用い、
前記被覆保護材又は前記機具の所定位置から前記脆弱躯体内部へ、前記表面の垂線に対して0〜45度の範囲で傾斜させて前記アンカー部を打ち込み、その頭部が前記被覆保護材又は前記機具の表面から所定長さ露出するように前記アンカー部を設置し、
前記アンカー部の頭部に、前記加圧力伝達アーム部の前記穴を装着し、
前記アンカー部が打ち込まれている前記脆弱躯体内部が背面に控える前記被覆保護材又は前記機具の所定位置へ、所望の加圧力で前記加圧力伝達アーム部の前記押しボルト部材を推進し、前記被覆保護材又は前記機具の背面を前記脆弱躯体に押し付けることにより、
前記加圧力により発生した反力を、前記加圧力伝達アーム部を介して前記アンカー部の
頭部へ偶力として与え、この偶力を与えた前記アンカー部と、前記被覆保護材又は前記機具の背面とで前記脆弱躯体を挟み込むように加圧して第2反力を生じさせ、
この第2反力によって前記アンカー部の引き抜き抵抗力を確保する、
ことを特徴とする脆弱躯体に対処するアンカー工法。
Using the pressure fixing arm according to claim 5,
The anchor portion is driven in a range of 0 to 45 degrees with respect to the normal of the surface from the predetermined position of the covering protective material or the device to the inside of the fragile housing, and the head portion is the covering protective material or the head Install the anchor part so that it is exposed for a predetermined length from the surface of the equipment,
Attach the hole of the pressure transmission arm part to the head of the anchor part,
The push bolt member of the pressurizing force transmitting arm portion is propelled to a predetermined position of the covering protective material or the device that the inside of the fragile housing in which the anchor portion is driven is held back, and the covering By pressing the back of the protective material or the device against the fragile housing,
The reaction force generated by the applied pressure is applied as a couple to the head of the anchor portion via the applied pressure transmission arm portion, and the anchor portion to which the couple is applied and the covering protective material or the device A second reaction force is generated by applying pressure so as to sandwich the fragile housing with the back surface,
The second reaction force secures the pullout resistance of the anchor portion.
Anchor construction method to deal with fragile bodies characterized by this.
請求項6に記載の加圧固定アームを用い、
前記アンカー部の頭部に前記アーム材を結合したものを前記被覆保護材又は前記機具の所定位置から前記脆弱躯体内部へ、前記表面の垂線に対して0〜45度の範囲で傾斜させて打ち込み、前記加圧部が前記被覆保護材又は前記機具の表面に所定距離先行して到達し、さらにアンカー部を打ち込み前記所定距離を推進させることで前記加圧部に所定の加圧力が発生して前記被覆保護材又は前記機具の背面が前記脆弱躯体に押し付けられることにより、
前記加圧力の反力が、前記加圧力伝達アーム部を介して前記アンカー部の頭部へ偶力として作用し、前記アンカー部と、前記被覆保護材又は前記機具の背面とで前記脆弱躯体が挟み込むように加圧されて第2反力が生じ、
この第2反力によって前記アンカー部の引き抜き抵抗力を確保する、
ことを特徴とする脆弱躯体に対処するアンカー工法。
Using the pressure fixing arm according to claim 6,
The arm member coupled to the head of the anchor portion is driven into the fragile housing from a predetermined position of the covering protective material or the device with an inclination of 0 to 45 degrees with respect to the normal to the surface. The pressurizing part reaches the surface of the covering protective material or the device in advance by a predetermined distance, and the anchoring part is further driven to propel the predetermined distance to generate a predetermined pressurizing force on the pressurizing part. By pressing the back surface of the covering protective material or the device against the fragile housing,
The reaction force of the applied pressure acts as a couple of forces on the head of the anchor part via the applied pressure transmission arm part, and the brittle casing is formed between the anchor part and the back surface of the covering protective material or the device. The second reaction force is generated by being pressed so as to sandwich,
The second reaction force secures the pullout resistance of the anchor portion.
Anchor construction method to deal with fragile bodies characterized by this.
JP2015148020A 2015-04-08 2015-07-27 Pressure fixing arm and anchor construction method to cope with fragile body using the same Active JP6187986B2 (en)

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