JP2009249879A - Anchoring hardware, slope stabilization structure using the anchoring hardware, and slope stabilization method - Google Patents

Anchoring hardware, slope stabilization structure using the anchoring hardware, and slope stabilization method Download PDF

Info

Publication number
JP2009249879A
JP2009249879A JP2008097661A JP2008097661A JP2009249879A JP 2009249879 A JP2009249879 A JP 2009249879A JP 2008097661 A JP2008097661 A JP 2008097661A JP 2008097661 A JP2008097661 A JP 2008097661A JP 2009249879 A JP2009249879 A JP 2009249879A
Authority
JP
Japan
Prior art keywords
slope
hole
anchor bolt
fastening member
presser plate
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
JP2008097661A
Other languages
Japanese (ja)
Other versions
JP5002517B2 (en
Inventor
Kazunobu Tanigaki
和伸 谷垣
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
TANIGAKI KENKO KK
Original Assignee
TANIGAKI KENKO KK
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by TANIGAKI KENKO KK filed Critical TANIGAKI KENKO KK
Priority to JP2008097661A priority Critical patent/JP5002517B2/en
Publication of JP2009249879A publication Critical patent/JP2009249879A/en
Application granted granted Critical
Publication of JP5002517B2 publication Critical patent/JP5002517B2/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Abstract

<P>PROBLEM TO BE SOLVED: To provide anchoring hardware manufacturable at low cost, capable of preventing the appearance of a slope reaction body from being degraded, and prevented from being damaged due to the contact thereof on the other object, a slope stabilization structure, and a slope stabilization method. <P>SOLUTION: In this slope stabilization structure, a drilled hole 3 and an insertion hole 4 are so formed in a slope 1 and a frame for slope 2, respectively, as to communicate with each other, an anchor bolt 6 is buried in a grout 5 charged between the insertion hole 4 and the drilled hole 3, and the anchoring hardware 10 is fixed to the end of the anchor bolt 6 to anchor the frame 2 to the slope 1 with the anchoring hardware 10 interposed therebetween. The anchoring hardware 10 comprises a pressing plate 11 and a first tightening member 15. The first tightening member 15 comprises an annular seal section 16 having a partially convex seal surface 16a brought into contact with the mouth edge of a through-hole 12 formed in the pressing plate 11 from the upper side, a nut section 17 screwed with the anchor bolt 6 on the lower side of the pressing plate 11, and an operation section 18 for rotating the nut section 17. <P>COPYRIGHT: (C)2010,JPO&INPIT

Description

この発明は、法面に施工した法面反力体を法面に対して定着させて法面を安定化させるのに好適に使用可能な定着金物及びそれを用いた法面安定化構造並びに法面安定化工法に関する。   The present invention relates to a fixing hardware that can be suitably used to stabilize a slope by fixing a slope reaction body applied on a slope to the slope, and a slope stabilization structure and method using the same. It relates to the surface stabilization method.

傾斜地における法面の安定化を図るため、法面に法面反力体として法枠を施工したり、傾斜地に金属ネットを張設固定したりする傾斜地の安定化工法が広く実施されており、例えば傾斜地に法枠を形成する場合には、法枠の交差部に挿通孔を形成し、この挿通孔に連通させて法面に削孔を形成し、挿通孔と削孔とにグラウトを充填施工した後、挿通孔と削孔とにわたって前記グラウトにアンカーボルトを埋設施工し、グラウトの硬化後、アンカーボルトの端部に固定した定着金物で法枠を法面に定着させる法面安定化工法が広く採用されている。   In order to stabilize the slope on slopes, slope construction methods are widely implemented, such as constructing a frame as a slope reaction body on the slope, or fixing a metal net on the slope. For example, when forming a frame on slopes, an insertion hole is formed at the intersection of the frame and a hole is formed in the slope by communicating with the insertion hole, and the insertion hole and the hole are filled with grout. After installation, anchor bolts are embedded in the grout across the insertion hole and drilling hole, and after the grout is hardened, the slope stabilization method is to fix the frame to the slope with the fixing hardware fixed to the end of the anchor bolt. Is widely adopted.

前記定着金物としては、法枠上に設置される押え板と、押え板上に配置される球面座金と、押え板及び球面座金を挿通して上方へ突出するアンカーボルトの端部に螺合される球面ナットと、球面座金及び球面ナットを覆う保護キャップとを備えたものが広く採用されている(例えば、特許文献1参照。)。   The fixing metal is screwed into the holding plate installed on the frame, the spherical washer arranged on the holding plate, and the end of the anchor bolt protruding upward through the holding plate and the spherical washer. And a spherical nut and a protective cap that covers the spherical washer and the spherical nut are widely used (see, for example, Patent Document 1).

特開2003−278153号公報JP 2003-278153 A

ところで、前記特許文献1記載の発明では、保護キャップにより球面ナットとアンカーボルトの螺合部分への雨水等の浸入を防止して、雨水等により螺合部分が錆びることを防止しているが、この保護キャップは、例えば直径が100mm、高さが150mmの比較的大きなものであり、このような大きな保護キャップが法枠の縦枠と横枠の交差部にそれぞれ突出状に配置されることから、保護キャップにより法枠の外観が低下するという問題がある。また、全面緑化の法面に対して、特許文献1記載の定着金物を適用すると、人工的な異物としての保護キャップの先端部が植生から突出して、法面の外観が低下するという問題がある。更に、特許文献1記載の発明のように保護キャップが外方へ大きく突出していると、道路際において自動車や歩行者が保護キャップと接触して、自動車が損傷したり、歩行者が怪我をしたりすることも懸念され、また既存の保護キャップはアルミニウムの鋳物で製作されているので、前記接触により保護キャップ自体が破損することも考えられる。更に、護岸用に施工される法面反力体においては、増水などで法面反力体が浸かったときに、漂流物が保護キャップに当って、保護キャップが破損するという問題も発生する。   By the way, in the invention described in Patent Document 1, the protective cap prevents rainwater or the like from entering the threaded portion of the spherical nut and the anchor bolt, and prevents the threaded portion from rusting due to rainwater or the like. This protective cap is a comparatively large one having a diameter of 100 mm and a height of 150 mm, for example, and such a large protective cap is arranged in a protruding shape at the intersection of the vertical and horizontal frames of the legal frame. There is a problem that the appearance of the legal frame is lowered by the protective cap. In addition, when the fixing hardware described in Patent Document 1 is applied to the slope of the entire greening, there is a problem that the tip of the protective cap as an artificial foreign matter protrudes from the vegetation and the slope appearance is reduced. . Furthermore, if the protective cap protrudes outward as in the invention described in Patent Document 1, the automobile or pedestrian comes into contact with the protective cap on the road and the automobile is damaged or the pedestrian is injured. In addition, since the existing protective cap is made of an aluminum casting, the protective cap itself may be damaged by the contact. Furthermore, in the slope reaction body constructed for revetment, when the slope reaction body is immersed by water increase or the like, there is a problem that the drifting object hits the protection cap and the protection cap is damaged.

本発明の目的は、アンカーボルトと定着金物の螺合部分への雨水等の浸入を防止して、螺合部分における錆の発生を防止でき、しかも保護キャップを省略することで、法面反力体等の法面反力体上における突起物を極力低くして、法面反力体の外観低下を防止するとともに、他物との接触による破損を防止し得る定着金物及び法面安定化構造並びに法面安定化工法を提供することである。   The object of the present invention is to prevent rainwater and the like from entering the threaded portion of the anchor bolt and the fixing metal, thereby preventing the occurrence of rust in the threaded portion, and omitting the protective cap, thereby reducing the reaction force on the slope. Fixing hardware and slope stabilization structure that can reduce protrusions on slope reaction bodies such as bodies as much as possible to prevent deterioration of the appearance of slope reaction bodies and prevent damage due to contact with other objects And to provide a slope stabilization method.

本発明者は、保護キャップを用いることなく法面反力体を安定的に法面に定着可能な法面安定化構造について鋭意検討した結果、保護キャップの主目的が球面ナットとアンカーボルトとの螺合部分への雨水等の浸入を防止することであることに着目し、押え板よりも下側においてアンカーボルトに定着金物を螺合させれば、該螺合部分への雨水等の浸入を防止できるとの発想を得て、本発明を完成するに至った。尚、本明細書において、法面反力体とは、法面を安定化させるために法面に施工した、吹付法枠、現場打コンクリート法枠、プレキャストコンクリート受圧板、鉄製受圧板、アルミ合金・強化プラスチック受圧板、モルタル吹付・コンクリート吹付などを意味する。また、アンカーボルトとは、一般的な構成のアンカーボルト以外に、表面にネジ状の節を持つ異形鉄筋、例えば、ネジテツコン(東京鉄鋼株式会社製)、AS345ボルト(岡部株式会社製)、OSDPロックボルト(岡部株式会社製)や、自穿孔ボルトなどの各種ロックボルトを含むものを意味する。   As a result of intensive studies on a slope stabilizing structure that can stably fix a slope reaction force body to a slope without using a protective cap, the main purpose of the protective cap is that a spherical nut and an anchor bolt are used. Focusing on preventing rainwater and the like from entering the threaded portion, if fixing hardware is screwed onto the anchor bolt below the presser plate, rainwater and the like can be prevented from entering the threaded portion. The idea that it can be prevented has been obtained, and the present invention has been completed. In addition, in this specification, the slope reaction body is a spraying frame, a spot-casting concrete frame, a precast concrete pressure plate, an iron pressure plate, an aluminum alloy, which is constructed on the slope to stabilize the slope.・ Reinforced plastic pressure plate, mortar spraying, concrete spraying, etc. In addition to anchor bolts of a general configuration, the anchor bolt is a deformed reinforcing bar having a screw-like node on its surface, for example, screw tetsucon (Tokyo Steel Co., Ltd.), AS345 bolt (Okabe Co., Ltd.), OSDP lock. It means what includes various bolts such as bolts (Okabe Co., Ltd.) and self-drilling bolts.

本発明に係る第1の定着金物は、法面に施工したアンカーボルトの端部に取り付けられて、法面反力体を法面上に定着させる定着金物であって、前記法面反力体を上側から押える押え板と、前記押え板を介して法面反力体を法面に定着させる第1締結部材であって、前記押え板に形成した貫通孔の口縁に上方より当接する部分凸球面状のシール面を有する環状のシール部と、前記押え板よりも下側においてアンカーボルトに螺合するナット部と、前記押え板よりも上側においてナット部を回転操作するための操作部とを有する第1締結部材とを備えたものである。   A first fixing metal according to the present invention is a fixing metal that is attached to an end of an anchor bolt applied to a slope and fixes a slope reaction body on the slope, the slope reaction body. And a first fastening member that fixes the slope reaction force body to the slope via the presser plate, and a portion that comes into contact with the edge of the through hole formed in the presser plate from above An annular seal portion having a convex spherical seal surface, a nut portion screwed into an anchor bolt below the press plate, and an operation portion for rotating the nut portion above the press plate The 1st fastening member which has this.

この第1の定着金物では、第1締結部材のシール部を押え板の貫通孔の口縁に圧接させて貫通孔を閉鎖するとともに、押え板よりも下側において、第1締結部材のナット部をアンカーボルトの上端部に螺合するので、この螺合部分への雨水等の浸入を押え板及び第1締結部材により防止して、螺合部分における錆の発生を効果的に防止できる。しかも、押え板及び第1締結部材により螺合部分への雨水等の浸入を防止できるので、保護キャップを省略できるとともにアンカーボルトを短尺に構成して、その分、定着金物及びアンカーボルトの製作コストを安くできる。また、押え板よりも上側には、第1締結部材のシール部の一部と操作部のみが配置されるので、従来のように保護キャップを設ける場合と比較して、定着金物の突出量を格段に少なくして、定着金物を設けることによる法枠等の法面反力体の外観低下を効果的に防止できる。更に、定着金物の突出量が少ないので、道路際に施工した場合でも、定着金物が自動車や歩行者に接触することを防止でき、また護岸用の法面反力体に用いた場合でも、増水時における漂流物との接触を防止できる。しかも、部分凸球面状のシール面を貫通孔の口縁に圧接させて貫通孔を閉鎖するので、押え板とアンカーボルトとのなす角度が直角から多少ずれたとしても、シール面で押え板の貫通孔を確実に閉鎖することが可能となり、シール面と押え板間に隙間が形成されることを防止して、押え板の下側への雨水等の浸入を効果的に防止できる。更に、操作部としては、第1締結部材に例えば6角柱状のボルト頭部を形成することも可能であるが、例えば6角形のレンチ穴を形成すると、受け板から突出する定着金物の突出部分を一層少なくして、定着金物を設けることによる外観低下を一層効果的に防止することができる。   In the first fixing hardware, the seal portion of the first fastening member is pressed against the edge of the through hole of the press plate to close the through hole, and the nut portion of the first fastening member is located below the press plate. Is screwed into the upper end portion of the anchor bolt, so that intrusion of rainwater or the like into the screwed portion is prevented by the presser plate and the first fastening member, and the generation of rust in the screwed portion can be effectively prevented. Moreover, since the press plate and the first fastening member can prevent rainwater and the like from entering the threaded portion, the protective cap can be omitted, and the anchor bolt can be configured to be short, and the fixing hardware and the anchor bolt can be manufactured accordingly. Can be cheaper. In addition, since only a part of the seal portion of the first fastening member and the operation portion are disposed above the presser plate, the amount of protrusion of the fixing hardware can be reduced compared to the case where a protective cap is provided as in the past. It is possible to effectively prevent the deterioration of the external appearance of the slope reaction force body such as the frame by providing the fixing hardware. Furthermore, since the amount of fixed metal protrusion is small, even when it is constructed on the road, it can be prevented that the fixed metal object comes into contact with cars or pedestrians. Contact with drifting objects at the time can be prevented. Moreover, since the partially convex spherical sealing surface is pressed against the edge of the through hole to close the through hole, even if the angle between the press plate and the anchor bolt is slightly deviated from the right angle, the seal surface The through hole can be reliably closed, and a gap is not formed between the seal surface and the presser plate, and rain water or the like can be effectively prevented from entering the lower side of the presser plate. Further, as the operation portion, for example, a hexagonal columnar bolt head can be formed on the first fastening member, but when a hexagonal wrench hole is formed, for example, a protruding portion of the fixing hardware protruding from the receiving plate The appearance can be more effectively prevented from being reduced by providing a fixing metal.

本発明の第2の定着金物は、法面に施工したアンカーボルトの端部に取り付けられて、法面反力体を法面上に定着させる定着金物であって、前記法面反力体を上側から押える押え板と、前記押え板よりも下側に配置されてアンカーボルトの端部に螺合されるナット部材と、前記押え板を介して法面反力体を法面に定着させる第2締結部材であって、前記押え板に形成した貫通孔の口縁に上方より当接する部分凸球面状のシール面を有する環状のシール部と、前記ナット部材に螺合するボルト部と、前記押え板よりも上側においてボルト部を回転操作するための操作部とを有する第2締結部材とを備えたものである。   A second fixing metal of the present invention is a fixing metal that is attached to an end of an anchor bolt installed on a slope, and fixes the slope reaction body on the slope, and the slope reaction body is A presser plate that is pressed from above, a nut member that is disposed below the presser plate and is screwed to the end of the anchor bolt, and a slope reaction force member that is fixed to the slope via the presser plate 2 fastening members, an annular seal portion having a partially convex spherical seal surface that comes into contact with the lip of the through hole formed in the holding plate from above, a bolt portion screwed into the nut member, And a second fastening member having an operation portion for rotating the bolt portion above the presser plate.

この第2の定着金物では、第2締結部材のシール部を押え板の貫通孔の口縁に圧接させて貫通孔を閉鎖するとともに、押え板よりも下側において、アンカーボルトの上端部にナット部材を、またナット部材の上端部に第2締結部材のボルト部をそれぞれ螺合させるので、この螺合部分への雨水等の浸入を押え板及び第2締結部材により防止して、螺合部分における錆の発生を効果的に防止できる。しかも、押え板及び第2締結部材により螺合部分への雨水等の浸入が防止されるので、保護キャップを省略するとともにアンカーボルトを短尺に構成して、その分、定着金物及びアンカーボルトの製作コストを安くできる。また、押え板よりも上側には、第2締結部材のシール部の一部と操作部のみが配置されるので、従来のように保護キャップを設ける場合と比較して、定着金物の突出量を格段に少なくして、定着金物を設けることによる法枠等の法面反力体の外観低下を効果的に防止できる。更に、定着金物の突出量が少ないので、道路際に施工した場合でも、定着金物が自動車や歩行者に接触することを防止でき、また護岸用の法面反力体に用いた場合でも、増水時における漂流物との接触を防止できる。しかも、部分凸球面状のシール面を貫通孔の口縁に圧接させて貫通孔を閉鎖するので、押え板とアンカーボルトとのなす角度が直角から多少ずれたとしても、シール面で押え板の貫通孔を確実に閉鎖することが可能となり、シール面と押え板間に隙間が形成されることを防止して、押え板の下側への雨水等の浸入を効果的に防止できる。更に、操作部としては、第2締結部材に例えば6角柱状のボルト頭部を形成することも可能であるが、例えば6角形のレンチ穴を形成すると、受け板から突出する定着金物の突出部分を一層少なくして、定着金物を設けることによる外観低下を一層効果的に防止することができる。   In this second fixing hardware, the seal portion of the second fastening member is pressed against the edge of the through hole of the press plate to close the through hole, and the nut is attached to the upper end portion of the anchor bolt below the press plate. Since the member and the bolt portion of the second fastening member are screwed to the upper end portion of the nut member, entry of rainwater or the like into the screwed portion is prevented by the presser plate and the second fastening member, and the screwed portion The generation of rust can be effectively prevented. In addition, since the press plate and the second fastening member prevent rainwater and the like from entering the threaded portion, the protective cap is omitted and the anchor bolt is configured to be short so that the fixing hardware and the anchor bolt are manufactured accordingly. Cost can be reduced. In addition, since only a part of the seal portion of the second fastening member and the operation portion are disposed above the presser plate, the amount of fixing metal protruding can be reduced compared to the case where a protective cap is provided as in the prior art. It is possible to effectively prevent the deterioration of the external appearance of the slope reaction force body such as the frame by providing the fixing hardware. Furthermore, since the amount of fixed metal protrusion is small, even when it is constructed on the road, it can be prevented that the fixed metal object comes into contact with cars or pedestrians. Contact with drifting objects at the time can be prevented. Moreover, since the partially convex spherical sealing surface is pressed against the edge of the through hole to close the through hole, even if the angle between the press plate and the anchor bolt is slightly deviated from the right angle, the seal surface The through hole can be reliably closed, and a gap is not formed between the seal surface and the presser plate, and rain water or the like can be effectively prevented from entering the lower side of the presser plate. Further, as the operation portion, for example, a hexagonal columnar bolt head can be formed on the second fastening member. However, if a hexagonal wrench hole is formed, for example, a protruding portion of the fixing hardware protruding from the receiving plate The appearance can be more effectively prevented from being reduced by providing a fixing metal.

ここで、第1及び第2の定着金物において、前記押え板の貫通孔の口縁に、前記シール面に適合する部分凹球面状の受け面を形成することが好ましい実施の形態である。この場合には、押え板とアンカーボルトとのなす角度が直角から多少ずれたとしても、シール面を受け面に略隙間なく当接させて、押え板の貫通孔を確実に閉鎖することが可能となり、シール面と押え板間に隙間が形成されることを防止して、押え板の下側への雨水等の浸入を一層効果的に防止できる。ただし、部分凹球面状の受け面に代えて、前記押え板の貫通孔の口縁に、上方へ行くにしたがって拡径するテーパ面を、前記シール面に当接可能に形成しても同様の効果が得られる。   Here, in the first and second fixing hardwares, it is a preferred embodiment to form a partially concave spherical receiving surface that fits the seal surface at the edge of the through hole of the presser plate. In this case, even if the angle between the presser plate and the anchor bolt is slightly deviated from a right angle, the through hole of the presser plate can be securely closed by contacting the seal surface to the receiving surface with almost no gap. Thus, it is possible to prevent the formation of a gap between the seal surface and the presser plate, and to more effectively prevent rainwater and the like from entering the lower side of the presser plate. However, instead of the partially concave spherical receiving surface, a taper surface that increases in diameter toward the upper edge at the mouth of the through hole of the presser plate may be formed so as to be able to contact the seal surface. An effect is obtained.

本発明に係る法面安定化構造は、法面とその上側に施工した法面反力体とに削孔と挿通孔を連通状に設け、前記挿通孔と削孔に充填したグラウトにアンカーボルトを埋設状に設け、前記請求項1〜3のいずれか1項記載の定着金物をアンカーボルトと法面反力体とにわたって組み付けて、定着金物を介して法面反力体を法面に定着させたものである。   The slope stabilizing structure according to the present invention is provided with a drilling hole and an insertion hole in a continuous manner in a slope and a slope reaction body constructed on the upper side thereof, and an anchor bolt is attached to a grout filled in the insertion hole and the drilling hole. The fixing hardware according to any one of claims 1 to 3 is assembled over the anchor bolt and the slope reaction body, and the slope reaction body is fixed to the slope via the fixing hardware. It has been made.

この法面安定化構造では、前記第1又は第2の定着金物を用いているので、アンカーボルトとナット部との螺合部分又はアンカーボルトとナット部材との螺合部分への雨水等の浸入を防止して、螺合部分における錆の発生を効果的に防止できる。このため、保護キャップを省略するとともにアンカーボルトを短尺に構成して、定着金物及びアンカーボルトの製作コストの安くできるとともに、定着金物が法面反力体上に大きく突出することを防止して、定着金物を設けることによる法面反力体の外観低下を防止できる。また、定着金物の突出量が少ないので、道路際に施工した場合でも、定着金物が自動車や歩行者に接触することを防止でき、また護岸用の法面反力体に用いた場合でも、増水時における漂流物との接触を防止できる。更に、部分凸球面状のシール面を押え板の貫通孔の口縁に圧接させて、定着金物を施工できるので、押え板とアンカーボルトとのなす角度が直角から多少ずれた場合でも、シール面で貫通孔を確実に閉鎖することが可能となり、シール面と押え板間に隙間が形成されることを防止して、押え板の下側への雨水等の浸入を効果的に防止できる。   In this slope stabilizing structure, the first or second fixing hardware is used, so that rainwater or the like enters the screwed portion of the anchor bolt and the nut portion or the screwed portion of the anchor bolt and the nut member. This can effectively prevent the occurrence of rust at the screwed portion. For this reason, the protective cap is omitted and the anchor bolt is configured to be short, so that the manufacturing cost of the fixing hardware and the anchor bolt can be reduced, and the fixing hardware is prevented from protruding greatly on the slope reaction force body, It is possible to prevent the appearance of the slope reaction force member from being deteriorated by providing the fixing metal. In addition, since the fixed metal projections are small, the fixed metal hardware can be prevented from coming into contact with automobiles and pedestrians even when it is installed on the road, and even when it is used as a slope reaction force for revetment. Contact with drifting objects at the time can be prevented. In addition, the fixing surface can be installed by pressing the partially convex spherical seal surface against the edge of the through hole of the presser plate, so even if the angle between the presser plate and the anchor bolt slightly deviates from the right angle, the seal surface Thus, the through hole can be reliably closed, and a gap is not formed between the sealing surface and the presser plate, and rain water or the like can be effectively prevented from entering the lower side of the presser plate.

本発明に係る法面安定化工法は、法面反力体に挿通孔を形成するとともに挿通孔に連通させて法面に削孔を形成し、前記挿通孔と削孔とにグラウトを充填施工するとともに前記挿通孔と削孔とにわたって、前記グラウトにアンカーボルトを埋設施工し、前記請求項1〜3のいずれか1項記載の定着金物を用い、第1締結部材のナット部を押え板の貫通孔に挿通させた状態で、第1締結部材のナット部をアンカーボルトの端部に螺合させるか、あるいは、第2締結部材とナット部材をアンカーボルトの端部に螺合させた後、ボルト部を押え板の貫通孔に挿通させた状態で、ボルト部をナット部材に螺合させて、挿通孔の閉鎖するように押え板を法面反力体上に設置し、定着金物を介して法面反力体を法面に定着させるものである。   The slope stabilization method according to the present invention is formed by forming an insertion hole in the slope reaction force body and communicating with the insertion hole to form a drilling hole on the slope, and filling the insertion hole and the drilling hole with grout. In addition, an anchor bolt is embedded in the grout over the insertion hole and the drilling hole, and the fixing hardware according to any one of claims 1 to 3 is used, and the nut portion of the first fastening member is attached to the press plate. After the nut portion of the first fastening member is screwed to the end portion of the anchor bolt in the state of being inserted through the through hole, or the second fastening member and the nut member are screwed to the end portion of the anchor bolt, With the bolt part inserted into the through hole of the presser plate, the bolt part is screwed into the nut member, and the presser plate is installed on the slope reaction force body so that the insertion hole is closed. In this way, the slope reaction force is fixed to the slope.

この法面安定化工法では、前記第1又は第2の定着金物を用いているので、前記法面安定化構造と同様の作用効果が得られる。   In this slope stabilization method, since the first or second fixing hardware is used, the same effect as the slope stabilization structure can be obtained.

本発明に係る定着金物及びそれを用いた法面安定化構造並びに法面安定化工法によれば、アンカーボルトと定着金物との螺合部分への雨水等の浸入を押え板と締結部材により防止して、螺合部分における錆の発生を効果的に防止できる。このため、保護キャップを省略するとともにアンカーボルトを短尺に構成して、定着金物及びアンカーボルトの製作コストを安くできるとともに、法枠等の法面反力体からの定着金物の突出量を少なくして、定着金物を設けることによる法枠等の法面反力体の外観低下を防止できる。また、定着金物の突出量が少ないので、道路際に施工した場合でも、定着金物が自動車や歩行者に接触することを防止でき、また護岸用の法面反力体に用いた場合でも、増水時における漂流物との接触を防止できる。更に、部分凸球面状のシール面を貫通孔の口縁に圧接させるので、押え板とアンカーボルトとのなす角度が直角から多少ずれたとしても、シール面で貫通孔を確実に閉鎖することが可能となり、シール面と押え板間に隙間が形成されることを防止して、押え板の下側への雨水等の浸入を効果的に防止できる。   According to the fixing hardware according to the present invention, the slope stabilization structure and the slope stabilization method using the same, it is possible to prevent rainwater and the like from entering the threaded portion of the anchor bolt and the fixing hardware by the presser plate and the fastening member. And generation | occurrence | production of the rust in a screwing part can be prevented effectively. For this reason, the protective cap is omitted and the anchor bolt is configured to be short, so that the manufacturing cost of the fixing hardware and the anchor bolt can be reduced, and the protruding amount of the fixing hardware from the slope reaction body such as the frame is reduced. Thus, it is possible to prevent the appearance of the slope reaction force body such as the legal frame from being deteriorated by providing the fixing hardware. In addition, since the fixed metal projections are small, the fixed metal hardware can be prevented from coming into contact with automobiles and pedestrians even when it is installed on the road, and even when it is used as a slope reaction force for revetment. Contact with drifting objects at the time can be prevented. Furthermore, since the partially convex spherical sealing surface is pressed against the edge of the through hole, the through hole can be reliably closed with the sealing surface even if the angle formed by the presser plate and the anchor bolt is slightly deviated from the right angle. It is possible to prevent a gap from being formed between the sealing surface and the presser plate, and effectively prevent rainwater and the like from entering the lower side of the presser plate.

以下、本発明の実施の形態について、図面を参照しながら説明する。
図1〜図3に示すように、法面安定化構造は、法面1とその上側に施工した法枠2とに削孔3と挿通孔4とを連通状に設け、挿通孔4と削孔3に充填したグラウト5にアンカーボルト6を埋設状に設け、定着金物10をアンカーボルト6の端部に固定して、定着金物10を介して法枠2を法面1に定着させ、法枠2を介して法面1を安定化させるものである。
Hereinafter, embodiments of the present invention will be described with reference to the drawings.
As shown in FIG. 1 to FIG. 3, the slope stabilization structure is provided with a drilling hole 3 and an insertion hole 4 in communication with the slope 1 and the slope frame 2 constructed on the upper side thereof. An anchor bolt 6 is embedded in a grout 5 filled in the hole 3, a fixing hardware 10 is fixed to the end of the anchor bolt 6, and the frame 2 is fixed to the slope 1 via the fixing hardware 10. The slope 1 is stabilized via the frame 2.

法枠2は周知の施工法により施工されている。例えば、傾斜地などからなる法面1を整地してから、図示外の金属ネットを敷設するとともにその上に格子状に図示外の配筋を施し、その後、配筋に沿ってモルタルを吹き付けて施工することになる。本実施の形態では、法面1に対してアンカーボルト6を施工するため、予め円筒状の型枠(図示略)を設置した状態でモルタルを吹き付けて、法枠2の縦枠2aと横枠2bの交差部2cに挿通孔4を形成することになる。そして、法枠2の施工後に、先ず、図5(a)に示すように、岩盤1に対して削岩ロッド8により、挿通孔4に連通する削孔3を形成し、次に、図5(b)に示すように、削孔3の奥部までホース9を挿入して、ホース9からグラウト5を吐出させながらホース9を引き出して、挿通孔4と削孔3とにグラウト5を充填施工し、その後、図5(c)に示すように、挿通孔4と削孔3とに充填したグラウト5に、挿通孔4と削孔3とにわたってアンカーボルト6を埋設施工することになる。ただし、挿通孔4及び削孔3にアンカーボルト6を挿入した状態で、挿通孔4及び削孔3にグラウト5を充填して、アンカーボルト6をグラウト5に埋設施工することもできる。また、アンカーボルト6は、その上端部がグラウト5に埋設されないように、グラウト5に埋設施工することになる。そして、グラウト5の硬化後、定着金物10の施工時に、アンカーボルト6の上端部付近にもグラウト或いはその他の成分の充填材7を充填して、挿通孔4内に空間が形成されないように定着金物10を施工することになる。定着金物10の具体的な施工方法については後述する。   The frame 2 is constructed by a well-known construction method. For example, after leveling the slope 1 made of sloped land, lay a metal net (not shown) and place a non-illustrated bar on it, and then spray mortar along the bar. Will do. In this embodiment, in order to install the anchor bolt 6 on the slope 1, the mortar is sprayed in a state where a cylindrical formwork (not shown) is previously installed, and the vertical frame 2a and the horizontal frame of the slope 2 The insertion hole 4 is formed in the intersection 2c of 2b. After the construction of the method frame 2, first, as shown in FIG. 5 (a), the drilling hole 3 communicating with the insertion hole 4 is formed on the rock mass 1 by the rock drilling rod 8, and then, FIG. As shown in (b), the hose 9 is inserted to the inner part of the hole 3 and the hose 9 is pulled out while discharging the grout 5 from the hose 9, and the grout 5 is filled into the insertion hole 4 and the hole 3 After that, as shown in FIG. 5 (c), the anchor bolt 6 is embedded in the grout 5 filled in the insertion hole 4 and the drilling hole 3 over the insertion hole 4 and the drilling hole 3. However, in a state where the anchor bolt 6 is inserted into the insertion hole 4 and the drilling hole 3, the grout 5 can be filled in the insertion hole 4 and the drilling hole 3, and the anchor bolt 6 can be embedded in the grout 5. Further, the anchor bolt 6 is embedded in the grout 5 so that the upper end portion thereof is not embedded in the grout 5. After the grout 5 is cured, when the fixing hardware 10 is applied, the grout or other component filler 7 is filled in the vicinity of the upper end of the anchor bolt 6 so that no space is formed in the insertion hole 4. The hardware 10 will be constructed. A specific construction method of the fixing hardware 10 will be described later.

図1〜図3に示すように、定着金物10は、法面1に施工したアンカーボルト6の端部に取り付けられて、法面反力体としての法枠2を法面1上に定着させるもので、法枠2を上側から押える押え板11と、押え板11を介して法枠2を法面1に定着させる第1締結部材15とを備えている。   As shown in FIGS. 1 to 3, the fixing hardware 10 is attached to the end of the anchor bolt 6 constructed on the slope 1 to fix the slope frame 2 as a slope reaction body on the slope 1. A pressing plate 11 that holds the method frame 2 from above and a first fastening member 15 that fixes the method frame 2 to the slope 1 through the holding plate 11 are provided.

第1締結部材15は、押え板11に形成した貫通孔12の口縁に上方より当接する部分凸球面状のシール面16aを有する環状のシール部16と、押え板11よりも下側においてアンカーボルト6に螺合するナット部17と、押え板11よりも上側においてナット部17を回転操作するための操作部18とを有し、金属製の一体部材で構成されている。   The first fastening member 15 includes an annular seal portion 16 having a partially convex spherical seal surface 16 a that comes into contact with the edge of the through hole 12 formed in the press plate 11 from above, and an anchor on the lower side of the press plate 11. It has a nut part 17 screwed into the bolt 6 and an operation part 18 for rotating the nut part 17 on the upper side of the presser plate 11, and is constituted by a metal integral member.

押え板11は、円形や方形状の金属板で構成され、押え板11の直径又は一辺の長さは、挿通孔4の直径よりも大きく、法枠2の幅よりも小さく設定されている。押え板11の中央部には貫通孔12が形成され、貫通孔12の口縁には第1締結部材15の部分凸球面状のシール面16aに適合する部分凹球面状の受け面12aが形成されている。ただし、受け面12aとして、貫通孔12の口縁に上側へ行くにしたがって拡径するテーパ面状の受け面を設けることも可能である。   The presser plate 11 is made of a circular or rectangular metal plate, and the diameter or length of one side of the presser plate 11 is set to be larger than the diameter of the insertion hole 4 and smaller than the width of the normal frame 2. A through hole 12 is formed at the center of the presser plate 11, and a partially concave spherical receiving surface 12 a that matches the partially convex spherical seal surface 16 a of the first fastening member 15 is formed at the mouth edge of the through hole 12. Has been. However, as the receiving surface 12a, it is also possible to provide a receiving surface having a tapered surface shape whose diameter increases toward the upper side at the rim of the through hole 12.

アンカーボルト6の上端部は法枠2の上面よりもやや低い位置に配置され、第1締結部材15のナット部17内にはアンカーボルト6の上端部が螺合する雌螺子が形成されている。ナット部17の外径は押え板11の貫通孔12よりも小径に構成され、ナット部17を貫通孔12に挿入させて、ナット部17をアンカーボルト6の上端部に螺合できるように構成されている。第1締結部材15の一端部には鍔状のシール部16が形成され、シール部16の外径は貫通孔12よりも大径に構成され、シール部16の底面側には押え板11の受け面12aに上方より略隙間なく当接する部分凸球面状のシール面16aが形成されている。第1締結部材15の上面中央部には、操作部18として6角レンチを挿入して第1締結部材15を回転操作可能な6角穴が凹設されている。但し、操作部18として6角以外の多角形状の穴を凹設することも可能である。また、6角穴に代えて、第1締結部材15の上部に多角柱状のボルト頭部を形成することも可能であるし、シール部16の外周部を多角形に形成して、これを操作部として活用することも可能である。   The upper end portion of the anchor bolt 6 is disposed at a position slightly lower than the upper surface of the frame 2, and a female screw into which the upper end portion of the anchor bolt 6 is screwed is formed in the nut portion 17 of the first fastening member 15. . The outer diameter of the nut portion 17 is configured to be smaller than the through hole 12 of the presser plate 11, and the nut portion 17 is inserted into the through hole 12 so that the nut portion 17 can be screwed onto the upper end portion of the anchor bolt 6. Has been. A flange-like seal portion 16 is formed at one end portion of the first fastening member 15, and the outer diameter of the seal portion 16 is configured to be larger than the through hole 12. A partially convex spherical seal surface 16a is formed which is in contact with the receiving surface 12a from above with almost no gap. A hexagonal hole in which a hexagonal wrench is inserted as the operation portion 18 to rotate the first fastening member 15 is recessed at the center of the upper surface of the first fastening member 15. However, a polygonal hole other than a hexagon can be provided as the operation portion 18 in a recessed manner. Further, instead of the hexagonal hole, it is possible to form a bolt head having a polygonal column shape on the upper portion of the first fastening member 15, and to form an outer peripheral portion of the seal portion 16 into a polygon. It can also be used as a department.

次に、定着金物10の施工方法について説明する。
先ず、図5(c)に示す挿通孔4及び削孔3内のグラウト5が硬化してから、挿通孔4の開口側の空間部分にグラウト或いはその他の成分の充填材7を充填し、該充填材7が硬化する前に、挿通孔4を閉鎖するように押え板11を法枠2の上側に載置する。そして、第1締結部材15のナット部17を押え板11の貫通孔12内に挿入し、ナット部17の雌螺子がアンカーボルト6の端部に螺合するように、6角レンチで第1締結部材15を回転操作して、第1締結部材15をアンカーボルト6に締め付けて、押え板11及び第1締結部材15を介して法枠2を法面1に定着させることになる。ただし、前述のように、挿入孔4に充填材7を充填した後に、ナット部17をアンカーボルト6に螺合させる場合には、ナット部17内に充填材7が浸入して、ナット部17をアンカーボルト6に対して円滑に締結できないことがある。そこで、定着金物10の施工途中や施工後に、挿通孔4に充填材7を充填することも好ましい実施の形態である。この場合には、挿通孔4に充填材7を供給するための充填穴を押え板11に形成し、この充填穴を通じて充填材7を挿通孔4内に充填するように構成することも好ましい実施の形態である。ただし、充填材7を省略して、挿通孔4の開口部側を空洞のままにしておくことも可能である。
Next, a construction method of the fixing hardware 10 will be described.
First, after the grout 5 in the insertion hole 4 and the drilling hole 3 shown in FIG. 5C is hardened, the space portion on the opening side of the insertion hole 4 is filled with a filler 7 of grout or other components, The presser plate 11 is placed on the upper side of the method frame 2 so as to close the insertion hole 4 before the filler 7 is cured. Then, the nut portion 17 of the first fastening member 15 is inserted into the through hole 12 of the holding plate 11, and the first screw is used with a hexagon wrench so that the female screw of the nut portion 17 is screwed into the end portion of the anchor bolt 6. The fastening member 15 is rotated, the first fastening member 15 is fastened to the anchor bolt 6, and the frame 2 is fixed to the slope 1 via the presser plate 11 and the first fastening member 15. However, as described above, when the nut portion 17 is screwed into the anchor bolt 6 after the insertion hole 4 is filled with the filler 7, the filler 7 enters the nut portion 17 and the nut portion 17. May not be fastened to the anchor bolt 6 smoothly. Therefore, it is also a preferred embodiment that the insertion hole 4 is filled with the filler 7 during or after the fixing hardware 10 is applied. In this case, it is also preferable that a filling hole for supplying the filler 7 to the insertion hole 4 is formed in the holding plate 11 and the filler 7 is filled into the insertion hole 4 through the filling hole. It is a form. However, it is also possible to omit the filler 7 and leave the opening side of the insertion hole 4 hollow.

このような構成の定着金物10を用いて法枠2を定着させると、第1締結部材15のシール部16が押え板11の貫通孔12の口縁に圧接されて貫通孔12が閉鎖されるとともに、押え板11よりも下側において第1締結部材15のナット部17がアンカーボルト6の上端部に螺合されるので、押え板11及びシール部16により、ナット部17とアンカーボルト6との螺合部分への雨水等の浸入を防止して、螺合部分における錆の発生を防止できる。このため、この定着金物10では、従来設けていた保護キャップを省略できるとともに、アンカーボルト6を短尺に構成することができ、その分定着金物10及びアンカーボルト6の製作コストを安くできる。また、法枠2からの定着金物10の突出量を少なくして、定着金物10による法枠2の外観低下を防止できるとともに、他物との接触による定着金物10の破損を防止できる。しかも、部分凸球面状のシール面16aを貫通孔12の口縁に圧接させて貫通孔12を閉鎖するので、図4に示すように、押え板11とアンカーボルト6とのなす角度θが直角から多少ずれたとしても、シール面16aで貫通孔12を確実に閉鎖することが可能となり、シール面16aと押え板11間に隙間が形成されることを防止して、押え板11の下側への雨水等の浸入を効果的に防止できる。   When the fixing frame 10 is fixed using the fixing metal 10 having such a configuration, the seal portion 16 of the first fastening member 15 is pressed against the edge of the through hole 12 of the presser plate 11 to close the through hole 12. At the same time, the nut portion 17 of the first fastening member 15 is screwed into the upper end portion of the anchor bolt 6 below the retainer plate 11, so that the nut portion 17 and the anchor bolt 6 are connected by the retainer plate 11 and the seal portion 16. It is possible to prevent rainwater and the like from entering the threaded portion, and to prevent the occurrence of rust at the threaded portion. Therefore, in the fixing metal 10, the protective cap provided in the past can be omitted, and the anchor bolt 6 can be configured to be short, and the manufacturing cost of the fixing metal 10 and the anchor bolt 6 can be reduced accordingly. Further, the amount of protrusion of the fixing metal 10 from the method frame 2 can be reduced, so that the appearance of the method frame 2 due to the fixing metal 10 can be prevented from being deteriorated, and damage to the fixing metal 10 due to contact with other objects can be prevented. In addition, since the partially convex spherical seal surface 16a is pressed against the lip of the through hole 12 to close the through hole 12, the angle θ formed by the presser plate 11 and the anchor bolt 6 is a right angle as shown in FIG. Even if it is slightly deviated from, the through hole 12 can be reliably closed by the seal surface 16a, and a gap is prevented from being formed between the seal surface 16a and the press plate 11, and the lower side of the press plate 11 It is possible to effectively prevent rainwater and the like from entering.

次に、前記定着金物10の構成を部分的に変更した他の定着金物20について説明する。尚、前記実施の形態と同一部材には同一符号を付してその詳細な説明を省略する。   Next, another fixing metal 20 in which the configuration of the fixing metal 10 is partially changed will be described. The same members as those in the above embodiment are given the same reference numerals, and detailed description thereof is omitted.

図6、図7に示すように、この定着金物20は、法面反力体としての法枠2を上側から押える前記実施の形態と同じ構成の押え板11と、押え板11よりも下側に配置されてアンカーボルト6の端部に螺合されるナット部材21と、押え板11を介して法枠2を法面1に定着させる第2締結部材25であって、押え板11に形成した貫通孔12の口縁に上方より当接する部分凸球面状のシール面26aを有する環状のシール部26と、ナット部材21に螺合するボルト部27と、前記押え板11よりも上側においてボルト部27を回転操作するための操作部28とを有する第2締結部材25とを備えたものである。   As shown in FIGS. 6 and 7, the fixing hardware 20 includes a pressing plate 11 having the same configuration as that of the above-described embodiment for pressing the frame 2 as a slope reaction force member from the upper side, and a lower side than the pressing plate 11. And a second fastening member 25 for fixing the method frame 2 to the slope 1 via the holding plate 11, which is formed on the holding plate 11. An annular seal portion 26 having a partially convex spherical seal surface 26 a that comes into contact with the edge of the through-hole 12 from above, a bolt portion 27 screwed into the nut member 21, and a bolt above the presser plate 11. A second fastening member 25 having an operation portion 28 for rotating the portion 27 is provided.

ナット部材21内には雌螺子が形成され、ナット部材21の下半部はアンカーボルト6の上端部に螺合され、上半部は第2締結部材25のボルト部27に螺合されている。アンカーボルト6にナット部材21を螺合させた状態で、ナット部材の上端部は法枠2の上面よりもやや低い位置に配置されている。ナット部材21は多角形状に形成され、6角レンチ等でナット部材21を回転操作できるように構成されている。   A female screw is formed in the nut member 21, the lower half portion of the nut member 21 is screwed to the upper end portion of the anchor bolt 6, and the upper half portion is screwed to the bolt portion 27 of the second fastening member 25. . In a state where the nut member 21 is screwed to the anchor bolt 6, the upper end portion of the nut member is disposed at a position slightly lower than the upper surface of the frame 2. The nut member 21 is formed in a polygonal shape so that the nut member 21 can be rotated with a hexagon wrench or the like.

第2締結部材25のボルト部27の外径は押え板11の貫通孔12よりも小径に構成されている。第2締結部材25の一端部には鍔状のシール部26が形成され、シール部26の外径は貫通孔12よりも大径に構成され、シール部26の底面側には押え板11の受け面12aに上方より略隙間なく当接する部分凸球面状のシール面26aが形成されている。第1締結部材15の上面中央部には、操作部28として6角レンチを挿入して第2締結部材25を回転操作可能な6角穴が凹設されている。但し、操作部28として6角以外の多角形状の穴を凹設することも可能である。また、6角穴に代えて、第2締結部材25の上部に多角柱状のボルト頭部を形成することも可能であるし、シール部26の外周部を多角形に形成して、これを操作部として活用することも可能である。   The outer diameter of the bolt portion 27 of the second fastening member 25 is configured to be smaller than the through hole 12 of the presser plate 11. A flange-like seal portion 26 is formed at one end of the second fastening member 25, and the outer diameter of the seal portion 26 is configured to be larger than the through hole 12. A partially convex spherical seal surface 26a is formed that abuts the receiving surface 12a from above with substantially no gap. A hexagonal hole in which a hexagonal wrench is inserted as the operation portion 28 and the second fastening member 25 can be rotated is recessed in the center of the upper surface of the first fastening member 15. However, a polygonal hole other than a hexagon can be provided as the operation portion 28. Further, instead of the hexagonal hole, it is possible to form a bolt head with a polygonal column at the upper part of the second fastening member 25, and the outer peripheral part of the seal part 26 is formed into a polygon, and this is operated. It can also be used as a department.

この定着金物20を施工する際には、図5(c)に示すように、図5(c)に示す挿通孔4及び削孔3内のグラウト5が硬化してから、アンカーボルト6の端部にナット部材21を螺合させ、その後、グラウト或いはその他の成分の充填材7を、ナット部材21内に充填材7が入らないように挿通孔4の開口側の空洞部に充填する。次に、法枠2の貫通孔12を閉鎖するように押え板11を法枠2上に載置し、第2締結部材25のボルト部27を押え板11の貫通孔12内に挿入させて、第2締結部材25のボルト部27をナット部材21に螺合させ、6角レンチで第2締結部材25を回転操作して、第2締結部材25をナット部材21に締め付けて、押え板11を介して法枠2を法面1側へ引き寄せ、第2締結部材25とナット部材21と押え板11とを介して法枠2を法面1に定着させることになる。   When the fixing hardware 20 is constructed, as shown in FIG. 5C, after the insertion hole 4 and the grout 5 in the drilling hole 3 shown in FIG. The nut member 21 is screwed into the portion, and thereafter, the grout or other component filler 7 is filled in the cavity on the opening side of the insertion hole 4 so that the filler 7 does not enter the nut member 21. Next, the holding plate 11 is placed on the method frame 2 so as to close the through hole 12 of the method frame 2, and the bolt portion 27 of the second fastening member 25 is inserted into the through hole 12 of the holding plate 11. The bolt portion 27 of the second fastening member 25 is screwed into the nut member 21, the second fastening member 25 is rotated with a hexagon wrench, and the second fastening member 25 is fastened to the nut member 21. The frame 2 is pulled toward the slope 1 side through the second frame, and the frame 2 is fixed to the slope 1 via the second fastening member 25, the nut member 21, and the presser plate 11.

次に、前記定着金物10、20の構成を部分的に変更した他の実施の形態について説明する。尚、前記実施の形態と同一部材には、同一符号を付してその詳細な説明を省略する。
(1)図8に示す定着金物10Aのように、前記押え板11に代えて、ナット部17が挿通する丸穴状の貫通孔12Aを形成した押え板11Aを設けるとともに、シール部16と押え板11A間においてナット部17に別部材からなるリング状のワッシャ30を外嵌状に設け、このワッシャ30に第1締結部材15のシール面16aに適合する部分凹球面状の受け面30aを形成し、ワッシャ30を介してシール部16に作用する締結荷重を押え板11Aで受け止めるように構成することができる。尚、定着金物20についても、押え板11に代えて押え板11Aを設けるとともに、押え板11A及び第2締結部材25とは別部材からなるワッシャ30を設けることができる。
Next, another embodiment in which the configuration of the fixing hardware 10 and 20 is partially changed will be described. The same members as those in the above embodiment are given the same reference numerals, and detailed description thereof is omitted.
(1) Like the fixing metal 10A shown in FIG. 8, in place of the presser plate 11, a presser plate 11A having a round hole-like through hole 12A through which the nut part 17 is inserted is provided, and the seal part 16 and the presser are provided. A ring-shaped washer 30 made of a separate member is provided on the nut portion 17 between the plates 11A as an external fit, and a partially concave spherical receiving surface 30a that fits the seal surface 16a of the first fastening member 15 is formed on the washer 30. And it can comprise so that the fastening load which acts on the seal | sticker part 16 via the washer 30 may be received by 11 A of presser plates. The fixing metal 20 can also be provided with a presser plate 11A instead of the presser plate 11 and a washer 30 that is a separate member from the presser plate 11A and the second fastening member 25.

(2)図9に示す定着金物10Bのように、シール部16に代えて鍔部31を形成した第1締結部材15Bを用いるとともに、鍔部31と押え板11間においてナット部17に別部材からなるリング状のワッシャ32を外嵌状に設け、このワッシャ32に押え板11の部分凹球面状の受け面12aに適合する部分凸球面状のシール面32aを形成し、ワッシャ32を介して第1締結部材15Bに作用する締結荷重を押え板11で受け止めるように構成することができる。尚、定着金物20についても、シール部26の代わりに鍔部31を形成した第2締結部材を用いるとともに、押え板11及び第2締結部材とは別部材からなるワッシャ32を設けることができる。 (2) Like the fixing hardware 10B shown in FIG. 9, the first fastening member 15B in which the flange portion 31 is formed instead of the seal portion 16 is used, and the nut portion 17 is separated from the nut portion 17 between the flange portion 31 and the presser plate 11. A ring-shaped washer 32 is formed in an outer fitting shape, and a partially convex spherical sealing surface 32 a that fits the partially concave spherical receiving surface 12 a of the presser plate 11 is formed on the washer 32. The fastening load acting on the first fastening member 15B can be received by the presser plate 11. For the fixing hardware 20, a second fastening member in which a flange 31 is formed instead of the seal portion 26 can be used, and a washer 32 made of a member different from the pressing plate 11 and the second fastening member can be provided.

尚、本実施の形態では、法面反力体として法枠2を法面1に定着するときに用いる定着金物10、20について以下説明したが、法面反力体としてコンクリートを略一定厚さで吹き付けてなる法面反力体や、金属ネットを法面1に固定して、金属ネットで法面1を安定化させるときなどにも、この定着金物10、20を同様に適用することができる。金属ネットで法面を固定する場合の法面安定化工法の一例について説明すると、先ず中央部に挿通孔を形成した台座を金属ネットの上側に設定間隔おきに設置し、この台座の挿通孔に連通させて法面に削孔を形成し、挿通孔及び削孔内にグラウトを充填するとともにアンカーボルトを挿入して、アンカーボルトをグラウト内に埋設状に施工する。そして、グラウトの硬化後、挿通孔の上面を閉鎖するように台座に押え板11を設置して、アンカーボルトと台座間に定着金物10、20を組み付けるとともに、隣接する台座間にワイヤを張設して、金属ネットの途中部をワイヤで押さえて、金属ネットとワイヤとで法面1を安定化させることになる。   In the present embodiment, the fixing hardware 10 and 20 used when fixing the frame 2 to the slope 1 as a slope reaction body is described below, but concrete is used as the slope reaction body with a substantially constant thickness. The fixing hardware 10 and 20 can be applied in the same manner also when the slope reaction force body sprayed on or when the metal net is fixed to the slope 1 and the slope 1 is stabilized with the metal net. it can. An example of a slope stabilization method when fixing the slope with a metal net is as follows. First, a pedestal with insertion holes formed in the center is installed at set intervals on the upper side of the metal net. A hole is formed in the slope by communication, the grout is filled in the insertion hole and the hole and an anchor bolt is inserted, and the anchor bolt is embedded in the grout. After the grout is hardened, the holding plate 11 is installed on the pedestal so as to close the upper surface of the insertion hole, the fixing hardware 10 and 20 is assembled between the anchor bolt and the pedestal, and the wire is stretched between the adjacent pedestals. And the slope 1 is stabilized with a metal net and a wire, pressing the middle part of a metal net with a wire.

法面安定化構造の断面図Cross section of slope stabilization structure 法面安定化構造の要部拡大断面図Expanded sectional view of the main part of the slope stabilization structure 法面安定化構造の平面図Plan view of slope stabilization structure 法面安定化構造の作用の説明図Illustration of the action of the slope stabilization structure (a)〜(c)は法面安定化構造の施工方法に説明図(A)-(c) is an explanatory drawing to the construction method of the slope stabilization structure 他の構成の定着金物を用いた法面安定化構造の断面図Cross-sectional view of slope stabilization structure using fixing hardware of other configuration 同法面安定化構造の要部拡大断面図Expanded sectional view of the main part of the slope stabilization structure 他の構成の定着金物を用いた法面安定化構造の要部拡大断面図Expanded cross-sectional view of the main part of the slope stabilization structure using fixing hardware of other configurations 他の構成の定着金物を用いた法面安定化構造の要部拡大断面図Expanded cross-sectional view of the main part of the slope stabilization structure using fixing hardware of other configurations

符号の説明Explanation of symbols

1 法面 2 法枠
2a 縦枠 2b 横枠
2c 交差部 3 削孔
4 挿通孔 5 グラウト
6 アンカーボルト 7 充填材
8 削岩ロッド 9 ホース
10 定着金物 11 押え板
12 貫通孔 12a 受け面
15 第1締結部材 16 シール部
16a シール面 17 ナット部
18 操作部
20 定着金物 21 ナット部材
25 第2締結部材 26 シール部
26a シール面 27 ボルト部
28 操作部
10A 定着金物 11A 押え板
12A 貫通孔 30 ワッシャ
30a 受け面
10B 定着金物 15B 第1締結部材
31 鍔部 32 ワッシャ
32a シール面
DESCRIPTION OF SYMBOLS 1 Slope 2 Method frame 2a Vertical frame 2b Horizontal frame 2c Intersection 3 Drilling hole 4 Insertion hole 5 Grout 6 Anchor bolt 7 Filler 8 Rock drilling rod 9 Hose 10 Fixing metal 11 Press plate 12 Through hole 12a Receiving surface 15 1st Fastening member 16 Seal portion 16a Seal surface 17 Nut portion 18 Operation portion 20 Fixing metal 21 Nut member 25 Second fastening member 26 Seal portion 26a Seal surface 27 Bolt portion 28 Operation portion 10A Fixing metal 11A Press plate 12A Through hole 30 Washer 30a Receiving Surface 10B Fixing hardware 15B First fastening member 31 Gutter 32 Washer 32a Seal surface

Claims (5)

法面に施工したアンカーボルトの端部に取り付けられて、法面反力体を法面上に定着させる定着金物であって、
前記法面反力体を上側から押える押え板と、
前記押え板を介して法面反力体を法面に定着させる第1締結部材であって、前記押え板に形成した貫通孔の口縁に上方より当接する部分凸球面状のシール面を有する環状のシール部と、前記押え板よりも下側においてアンカーボルトに螺合するナット部と、前記押え板よりも上側においてナット部を回転操作するための操作部とを有する第1締結部材と、
を備えたことを特徴とする定着金物。
A fixing hardware that is attached to the end of an anchor bolt installed on the slope and fixes the slope reaction body on the slope,
A presser plate for pressing the slope reaction force body from above;
A first fastening member that fixes a slope reaction force body to the slope via the presser plate, and has a partially convex spherical seal surface that comes into contact with the edge of a through hole formed in the presser plate from above. A first fastening member having an annular seal portion, a nut portion screwed into an anchor bolt below the press plate, and an operation portion for rotating the nut portion above the press plate;
Fixing hardware characterized by comprising.
法面に施工したアンカーボルトの端部に取り付けられて、法面反力体を法面上に定着させる定着金物であって、
前記法面反力体を上側から押える押え板と、
前記押え板よりも下側に配置されてアンカーボルトの端部に螺合されるナット部材と、
前記押え板を介して法面反力体を法面に定着させる第2締結部材であって、前記押え板に形成した貫通孔の口縁に上方より当接する部分凸球面状のシール面を有する環状のシール部と、前記ナット部材に螺合するボルト部と、前記押え板よりも上側においてボルト部を回転操作するための操作部とを有する第2締結部材と、
を備えたことを特徴とする定着金物。
A fixing hardware that is attached to the end of an anchor bolt installed on the slope and fixes the slope reaction body on the slope,
A presser plate for pressing the slope reaction force body from above;
A nut member disposed below the presser plate and screwed to the end of the anchor bolt;
A second fastening member for fixing a slope reaction force body to the slope via the presser plate, and having a partially convex spherical sealing surface that comes into contact with the edge of a through hole formed in the presser plate from above A second fastening member having an annular seal portion, a bolt portion screwed into the nut member, and an operation portion for rotating the bolt portion above the presser plate;
Fixing hardware characterized by comprising.
前記押え板の貫通孔の口縁に、前記シール面に適合する部分凹球面状の受け面を形成した請求項1又は2記載の定着金物。   The fixing hardware according to claim 1, wherein a receiving surface having a partially concave spherical shape that fits the seal surface is formed at a lip of the through hole of the pressing plate. 法面とその上側に施工した法面反力体とに削孔と挿通孔を連通状に設け、
前記挿通孔と削孔に充填したグラウトにアンカーボルトを埋設状に設け、
前記請求項1〜3のいずれか1項記載の定着金物をアンカーボルトと法面反力体とにわたって組み付けて、定着金物を介して法面反力体を法面に定着させた、
ことを特徴とする法面安定化構造。
A drilling hole and an insertion hole are provided in a continuous manner on the slope and the slope reaction body constructed on the upper side,
An anchor bolt is embedded in the grout filled in the insertion hole and the drilling hole,
The fixing hardware according to any one of claims 1 to 3 is assembled over an anchor bolt and a slope reaction body, and the slope reaction body is fixed to the slope via the fixing hardware.
Slope stabilization structure characterized by that.
法面反力体に挿通孔を形成するとともに挿通孔に連通させて法面に削孔を形成し、
前記挿通孔と削孔とにグラウトを充填施工するとともに前記挿通孔と削孔とにわたって、前記グラウトにアンカーボルトを埋設施工し、
前記請求項1〜3のいずれか1項記載の定着金物を用い、第1締結部材のナット部を押え板の貫通孔に挿通させた状態で、第1締結部材のナット部をアンカーボルトの端部に螺合させるか、あるいは、第2締結部材とナット部材をアンカーボルトの端部に螺合させた後、ボルト部を押え板の貫通孔に挿通させた状態で、ボルト部をナット部材に螺合させて、挿通孔の閉鎖するように押え板を法面反力体上に設置し、定着金物を介して法面反力体を法面に定着させる、
ことを特徴とする法面安定化工法。
Form an insertion hole in the slope reaction force body and communicate with the insertion hole to form a hole in the slope.
The grout is filled in the insertion hole and the drilling hole, and the anchor bolt is embedded in the grout over the insertion hole and the drilling hole.
The fixing bracket according to any one of claims 1 to 3, wherein the nut portion of the first fastening member is inserted into the through hole of the holding plate and the nut portion of the first fastening member is inserted into the end of the anchor bolt. After the second fastening member and the nut member are screwed to the end portion of the anchor bolt, the bolt portion is inserted into the through hole of the holding plate, and the bolt portion is used as the nut member. Install the holding plate on the slope reaction force body so that the insertion hole is closed by screwing, and fix the slope reaction force body on the slope through the fixing hardware.
Slope stabilization method characterized by that.
JP2008097661A 2008-04-04 2008-04-04 Fixing hardware, slope stabilization structure and slope stabilization method using the same Active JP5002517B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2008097661A JP5002517B2 (en) 2008-04-04 2008-04-04 Fixing hardware, slope stabilization structure and slope stabilization method using the same

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2008097661A JP5002517B2 (en) 2008-04-04 2008-04-04 Fixing hardware, slope stabilization structure and slope stabilization method using the same

Publications (2)

Publication Number Publication Date
JP2009249879A true JP2009249879A (en) 2009-10-29
JP5002517B2 JP5002517B2 (en) 2012-08-15

Family

ID=41310835

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2008097661A Active JP5002517B2 (en) 2008-04-04 2008-04-04 Fixing hardware, slope stabilization structure and slope stabilization method using the same

Country Status (1)

Country Link
JP (1) JP5002517B2 (en)

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2011226115A (en) * 2010-04-19 2011-11-10 Miyazawa Kogyo Inc Lock bolt and pressure receiver
JP2013174102A (en) * 2012-02-27 2013-09-05 Okabe Co Ltd Structure and method for reinforcing natural ground
JP2017110486A (en) * 2015-12-10 2017-06-22 戸田建設株式会社 Fixing tool for lock bolt head
JP2019143404A (en) * 2018-02-22 2019-08-29 株式会社ケー・エフ・シー Plate for rock bolt, rock bolt installation structure, rock bolt loading test method
CN110761293A (en) * 2019-09-29 2020-02-07 中国二十冶集团有限公司 Foundation pit anchor cable orifice device and foundation pit anchor cable orifice construction method
JP7226881B1 (en) 2022-08-03 2023-02-21 株式会社サイコン工業 CYLINDRICAL MEMBER FOR ANCHOR PIN, BOLLING BLOCK FIXING TOOL AND BOLLING BLOCK FIXING STRUCTURE

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111236244A (en) * 2020-01-08 2020-06-05 深圳宏业基岩土科技股份有限公司 Method for treating water leakage of free section of anchor cable on sand layer of foundation pit

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH10280899A (en) * 1997-04-02 1998-10-20 Kfc Ltd Nut-bearing plate combined body
JP2003003479A (en) * 2001-06-22 2003-01-08 Hirose & Co Ltd Slope reinforcing method

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH10280899A (en) * 1997-04-02 1998-10-20 Kfc Ltd Nut-bearing plate combined body
JP2003003479A (en) * 2001-06-22 2003-01-08 Hirose & Co Ltd Slope reinforcing method

Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2011226115A (en) * 2010-04-19 2011-11-10 Miyazawa Kogyo Inc Lock bolt and pressure receiver
JP2013174102A (en) * 2012-02-27 2013-09-05 Okabe Co Ltd Structure and method for reinforcing natural ground
JP2017110486A (en) * 2015-12-10 2017-06-22 戸田建設株式会社 Fixing tool for lock bolt head
JP2019143404A (en) * 2018-02-22 2019-08-29 株式会社ケー・エフ・シー Plate for rock bolt, rock bolt installation structure, rock bolt loading test method
JP7016579B2 (en) 2018-02-22 2022-02-07 株式会社ケー・エフ・シー Lock bolt plate and lock bolt installation structure, lock bolt loading test method
CN110761293A (en) * 2019-09-29 2020-02-07 中国二十冶集团有限公司 Foundation pit anchor cable orifice device and foundation pit anchor cable orifice construction method
CN110761293B (en) * 2019-09-29 2021-05-14 中国二十冶集团有限公司 Foundation pit anchor cable orifice device and foundation pit anchor cable orifice construction method
JP7226881B1 (en) 2022-08-03 2023-02-21 株式会社サイコン工業 CYLINDRICAL MEMBER FOR ANCHOR PIN, BOLLING BLOCK FIXING TOOL AND BOLLING BLOCK FIXING STRUCTURE
JP2024021517A (en) * 2022-08-03 2024-02-16 株式会社Saicon Cylindrical member for anchor pin, car stop block fixing device and car stop block fixing structure

Also Published As

Publication number Publication date
JP5002517B2 (en) 2012-08-15

Similar Documents

Publication Publication Date Title
JP5002517B2 (en) Fixing hardware, slope stabilization structure and slope stabilization method using the same
US8317444B1 (en) Movement-compensating plate anchor
US7967532B2 (en) Ground anchor or rock anchor with an anchor tension member comprised of one or more individual elements with corrosion-protected anchor head design
US6808350B1 (en) Anchor bolt cap and method of use
JP5909019B1 (en) Anchor bolt mounting bracket and anchor bolt mounting method using the bracket
JP6471027B2 (en) Protective sheath
JP6462512B2 (en) Anchor head fixing member for anchor rust prevention and anchor head fixing structure thereof
JP2013234501A (en) Anchoring nut used for slope stabilization method, and slope stabilization structure and slope stabilization method using the anchoring nut
JP3909788B2 (en) Anchor mounting device
JP3195881U (en) Concave hardware for filling grout material
JP5037864B2 (en) Base structure of metal tube column
JP4815520B2 (en) Fixing hardware, slope stabilization structure and slope stabilization method using the same
KR100721604B1 (en) Capping device for soil Nail
KR200428458Y1 (en) Anchorbolt protection cap
KR200335042Y1 (en) An apparatus for fixing the wire rope of stone falling prevention net
KR20020005251A (en) Anchor bolt
KR102604423B1 (en) Anchor assembly
JP6905425B2 (en) Lock bolt head water stop device
KR200434370Y1 (en) Permanent anchor which is provided with a fixing frame
KR200426183Y1 (en) A hermetically sealed ring for waterproof anchor bolt
JP3947552B1 (en) Cap for preventing rainwater intrusion in support hole
JP2007177559A (en) Method for mounting handrail and its mounting structure
JP3730035B2 (en) Nuts with caps for civil engineering anchors and attachment devices for civil engineering anchors
KR200364049Y1 (en) Anchor bolt for prevent dissolving and watertight cap
JP4580262B2 (en) Base structure of metal tube column

Legal Events

Date Code Title Description
A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20110124

A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20120423

TRDD Decision of grant or rejection written
A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 20120501

A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20120521

R150 Certificate of patent or registration of utility model

Ref document number: 5002517

Country of ref document: JP

Free format text: JAPANESE INTERMEDIATE CODE: R150

Free format text: JAPANESE INTERMEDIATE CODE: R150

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20150525

Year of fee payment: 3

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250