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JP2689236B2 - Anchor bolt device for retaining wall fixing - Google Patents

Anchor bolt device for retaining wall fixing

Info

Publication number
JP2689236B2
JP2689236B2 JP29780195A JP29780195A JP2689236B2 JP 2689236 B2 JP2689236 B2 JP 2689236B2 JP 29780195 A JP29780195 A JP 29780195A JP 29780195 A JP29780195 A JP 29780195A JP 2689236 B2 JP2689236 B2 JP 2689236B2
Authority
JP
Japan
Prior art keywords
retaining wall
anchor bolt
head portion
concrete retaining
fixing
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.)
Expired - Fee Related
Application number
JP29780195A
Other languages
Japanese (ja)
Other versions
JPH09111760A (en
Inventor
政能 吉川
Original Assignee
政能 吉川
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 政能 吉川 filed Critical 政能 吉川
Priority to JP29780195A priority Critical patent/JP2689236B2/en
Publication of JPH09111760A publication Critical patent/JPH09111760A/en
Application granted granted Critical
Publication of JP2689236B2 publication Critical patent/JP2689236B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Landscapes

  • Piles And Underground Anchors (AREA)
  • Retaining Walls (AREA)

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【産業上の利用分野】本発明は、道路法面等の岩盤へ打
設したコンクリート擁壁を岩盤へ強固に固定する擁壁固
定用アンカーボルト装置に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a retaining wall fixing anchor bolt device for firmly fixing a concrete retaining wall cast on a rock such as a road slope to the rock.

【0002】[0002]

【従来の技術】従来、山間僻地に道路や林道等を新設し
た場合には、その法面の軟弱な地盤が崩落するのを防止
するために、法面の表層土を掘削除去して固い岩盤を露
出させ、この岩盤の表面にコンクリートを井形状等に場
所打ち成型して法面を保護している。この成型したコン
クリート擁壁には、所要の間隔をおいて表面からコンク
リート擁壁を貫通して岩盤内へアンカーボルトを打ち込
んでアンカーボルトのヘッド部をコンクリート擁壁から
突出させ、このアンカーボルトのヘッド部の位置で擁壁
面に、図7に示す様に、基板を敷設して球面座金と受板
とを設置し、この受板から上方へ突出したアンカーボル
トのヘッド部に締着ナットを螺合して受板を固定し、コ
ンクリート擁壁の岩盤からの剥離、滑落を防止してい
る。また、前記締着ナットは、長期使用中に岩盤に対す
るコンクリート擁壁の位置ずれ等によりアンカーボルト
に対して緩みを発生し、再び締着調整する必要があり、
このために、アンカーボルトと締着ナットとの水密性を
保持しつつオイル漏れによる錆び付き等を防止するため
に、保護キャップを受板の上面側に載着して同保護キャ
ップ内の支持板に設けたボルト孔をアンカーボルトのヘ
ッド端部に螺合させて保護キャップの開口端を受板に密
着させている。
2. Description of the Related Art Conventionally, when a road or a forest road is newly constructed in a mountainous remote place, the surface soil on the slope is excavated and removed to prevent the soft ground on the slope from collapsing. Is exposed and concrete is cast into a well shape or the like on the surface of this rock to protect the slope. In this molded concrete retaining wall, the head of the anchor bolt is projected from the concrete retaining wall by driving the anchor bolt into the bedrock through the concrete retaining wall from the surface at a required interval and As shown in Fig. 7, the base plate is laid on the retaining wall at the position of the part, the spherical washer and the receiving plate are installed, and the tightening nut is screwed onto the head part of the anchor bolt protruding upward from the receiving plate. Then, the backing plate is fixed to prevent the concrete retaining wall from peeling off from the bedrock and sliding off. Further, the tightening nut causes loosening with respect to the anchor bolt due to displacement of the concrete retaining wall with respect to the rock during long-term use, and it is necessary to adjust the tightening again.
For this reason, in order to maintain the watertightness of the anchor bolt and the tightening nut and prevent rusting due to oil leakage, etc., a protective cap is mounted on the upper surface side of the receiving plate and the supporting plate in the protective cap is mounted. The bolt hole provided in the above is screwed into the head end portion of the anchor bolt so that the opening end of the protective cap is brought into close contact with the receiving plate.

【0003】[0003]

【発明が解決しようとする問題点】しかしながら、前記
アンカーボルト装置においては、アンカーボルトのヘッ
ド部に螺合させた締着ナットを球面座金に固定した受板
の上面で直接固定しているため、地殻変動等でコンクリ
ート擁壁から突出したヘッド部に、ヘッド部と交差する
方向や長手方向に沿った方向へ荷重負荷が加わり、これ
らの荷重負荷をヘッド部に装着した球面座金で適切に吸
収できないため、ヘッド部に破断や亀裂が発生してコン
クリート擁壁の耐久性が低くなり、岩盤から剥離、滑落
する危険がある。また、長期使用中に締着ナットが前記
ヘッド部から緩んで保護キャップ内部の水密性が低下
し、基板とコンクリート擁壁面との接合面の水密性も低
いため内部に充填したオイルが漏洩し、球面座金やヘッ
ド部及び締着ナット等に錆が発生して施工後の保守点検
等ができにくい等の問題があった。
However, in the above anchor bolt device, since the fastening nut screwed to the head portion of the anchor bolt is directly fixed on the upper surface of the receiving plate fixed to the spherical washer, A load load is applied to the head part protruding from the concrete retaining wall due to crustal movement, etc. in the direction intersecting the head part and in the direction along the longitudinal direction, and these load loads cannot be properly absorbed by the spherical washer attached to the head part. As a result, the head part may be broken or cracked to lower the durability of the concrete retaining wall, and there is a risk of peeling off from the bedrock and slipping off. In addition, the tightening nut loosens from the head portion during long-term use, and the watertightness inside the protective cap decreases, and the watertightness of the joint surface between the substrate and the concrete retaining wall is low, so the oil filled inside leaks, There was a problem that rust occurred on the spherical washer, head, fastening nut, etc., making maintenance and inspection after construction difficult.

【0004】本発明は、上記従来の問題点に鑑みてなさ
れたものであり、その目的は、地殻変動等でヘッド部に
加わる荷重負荷を適切に吸収緩和してヘッド部に破断や
亀裂の発生がなく、コンクリート擁壁の耐久性を長く維
持でき、ヘッド部に締着した固定用ナットの緩みものな
く、保護キャップ内の水密性を長期保持できて各部材の
保守点検も容易で装置自体の耐久性も長く維持できる等
を特徴とした擁壁固定用アンカーボルト装置を提供する
ことにある。
The present invention has been made in view of the above-mentioned conventional problems, and an object of the present invention is to appropriately absorb and relax a load applied to the head portion due to crustal movement or the like, thereby causing breakage or cracks in the head portion. , The durability of the concrete retaining wall can be maintained for a long time, the fixing nut that is fastened to the head part does not loosen, the watertightness inside the protective cap can be maintained for a long time, and maintenance and inspection of each member is easy and the device itself An object of the present invention is to provide an anchor bolt device for fixing a retaining wall, which is characterized by long-term durability.

【0005】[0005]

【問題点を解決するための手段】上記目的を達成するた
めに、請求項1に係る発明は、岩盤12に打設されたコ
ンクリート擁壁14を貫通して岩盤へ打ち込まれ、該コ
ンクリート擁壁14の外面20側にヘッド部16を突出
させたアンカーボルト18と、前記コンクリート擁壁1
4の外面20に前記ヘッド部16を囲周して設置された
支持部22と、この支持部22に載設され、前記ヘッド
部16に加わる応力を弾性的に吸収する弾性衝撃吸収部
24と、前記ヘッド部16の上端側に螺合され、前記弾
性衝撃吸収部24の上面側に圧接された固定用ナット2
6とを有し、前記支持部22は、前記弾性衝撃吸収部2
4の下面側であって、前記ヘッド部16が貫通され、下
面側に球面部38を有した可動支持体40と、前記球面
部38を密着状に摺動させつつ前記可動支持体40を傾
斜自由に支持する球面受部42を上面に凹設させた略円
筒状の下段支持体44とを備えてなる擁壁固定用アンカ
ーボルト装置10から構成される。
In order to achieve the above object, the invention according to claim 1 penetrates through a concrete retaining wall 14 cast on a bedrock 12 to be driven into the bedrock, and the concrete retaining wall Anchor bolt 18 having a head portion 16 protruding toward the outer surface 20 of 14 and the concrete retaining wall 1
4, a support portion 22 installed around the head portion 16 on the outer surface 20, and an elastic shock absorbing portion 24 mounted on the support portion 22 and elastically absorbing stress applied to the head portion 16. , The fixing nut 2 screwed onto the upper end side of the head portion 16 and pressed against the upper surface side of the elastic shock absorbing portion 24.
6 and the supporting portion 22 includes the elastic shock absorbing portion 2
4, the head portion 16 is penetrated and the movable support body 40 having the spherical surface portion 38 on the lower surface side is slanted while the spherical support portion 38 is slidably contacted with the movable support body 40. An anchor bolt device 10 for fixing a retaining wall, which comprises a substantially cylindrical lower stage support body 44 having a spherical receiving portion 42 that is freely supported on the upper surface thereof.

【0006】また、請求項2に係る発明では、前記コン
クリート擁壁14には、前記ヘッド部16を囲周し、前
記下段支持体44の下面を支持した基板32が敷設さ
れ、この基板32の下面側には、コンクリート擁壁14
に固着した接着性シール材34が設けられてなることと
してもよい。
According to the second aspect of the invention, the concrete retaining wall 14 is provided with a substrate 32 surrounding the head portion 16 and supporting the lower surface of the lower support body 44. On the lower surface side, a concrete retaining wall 14
The adhesive sealing material 34 fixed to the above may be provided.

【0007】また、請求項3に係る発明では、前記弾性
衝撃吸収部24は、前記可動支持体40に支持され、ア
ンカーボルト18のヘッド部16に貫挿された弾性体6
6を備え、この弾性体66の上面には、前記固定用ナッ
ト26の下面側に設けた金属スペーサ68が圧接されて
なることとしてもよい。
Further, in the invention according to claim 3, the elastic shock absorbing portion 24 is supported by the movable supporting member 40 and is inserted into the head portion 16 of the anchor bolt 18 so as to penetrate therethrough.
6, the metal spacer 68 provided on the lower surface side of the fixing nut 26 may be pressed against the upper surface of the elastic body 66.

【0008】また、請求項4に係る発明では、前記下段
支持体44の球面受部42には、複数の潤滑剤用流下溝
48が設けられてなることとしてもよい。
Further, in the invention according to claim 4, a plurality of lubricant flow-down grooves 48 may be provided in the spherical surface receiving portion 42 of the lower stage support member 44.

【0009】また、請求項5に係る発明では、前記下段
支持体44には、内部のアンカーボルト18のヘッド部
16、固定用ナット26、弾性体66等を覆蓋しつつ保
護するための保護キャップ72が螺合されてなることと
してもよい。
Further, in the invention according to claim 5, a protective cap is provided on the lower stage support member 44 to cover and protect the head portion 16 of the anchor bolt 18 inside, the fixing nut 26, the elastic body 66 and the like. 72 may be screwed together.

【0010】[0010]

【作用】本発明の請求項1に係る擁壁固定用アンカーボ
ルト装置は、岩盤に打設されたコンクリート擁壁を貫通
して岩盤へ打ち込まれ、該コンクリート擁壁の外面側に
ヘッド部を突出させたアンカーボルトと、前記コンクリ
ート擁壁の外面に前記ヘッド部を囲周して設置された支
持部と、この支持部に載設され、前記ヘッド部に加わる
応力を弾性的に吸収する弾性衝撃吸収部と、前記ヘッド
部の上端側に螺合され、前記弾性衝撃吸収部の上面側に
圧接された固定用ナットと、を有し、前記支持部は、前
記弾性衝撃吸収部の下面側であって、前記ヘッド部が貫
通され、下面側に球面部を有した可動支持体と、前記球
面部を密着状に摺動させつつ前記可動支持体を傾斜自由
に支持する球面受部を上面に凹設させた略円筒状の下段
支持体とを備えている。地殻変動でヘッド部に交差する
方向に荷重負荷が加わってヘッド部が横方向に傾斜変位
すると、固定用ナット、弾性衝撃吸収部、可動支持体は
斜め下がりに傾斜しながら可動支持体の下面の球面部が
下段支持体の球面受部に沿って摺動してヘッド部に加わ
る荷重負荷を分散吸収して減衰させ、ヘッド部の基部側
に破断、亀裂が発生するのを防止できる。また、ヘッド
部の支持部、弾性衝撃吸収部、固定ナット等を通じてヘ
ッド部に長手方向の上端側へ荷重負荷が加わると、弾性
衝撃吸収部が均等に圧縮されながら引張り応力を分散吸
収して減衰させ、同じくヘッド部の基部側に破断や亀裂
が発生するのを防止できる。また、弾性衝撃吸収部や支
持部の一部分に過度の応力が加わることなく、弾性衝撃
吸収部や支持部等の破断劣化も防止できる。
The anchor bolt device for fixing a retaining wall according to claim 1 of the present invention penetrates into a concrete retaining wall placed on a rock and is driven into the rock, and a head portion is projected to the outer surface side of the concrete retaining wall. Anchor bolts, a supporting portion that surrounds the head portion on the outer surface of the concrete retaining wall, and an elastic shock that is mounted on the supporting portion and elastically absorbs the stress applied to the head portion. An absorbing part; and a fixing nut screwed onto the upper end side of the head part and pressed against the upper surface side of the elastic shock absorbing part, wherein the supporting part is on the lower surface side of the elastic shock absorbing part. In addition, a movable support body having a spherical surface portion on the lower surface side through which the head portion penetrates, and a spherical support portion for supporting the movable support body in a freely tiltable manner while sliding the spherical surface portion in a close contact state on the upper surface. And a substantially cylindrical lower stage support body which is recessed That. When a load is applied in the direction intersecting the head due to crustal movement and the head is laterally displaced, the fixing nut, the elastic shock absorber, and the movable support are tilted diagonally downward while the lower surface of the movable support is It is possible to prevent the spherical portion from sliding along the spherical receiving portion of the lower stage support body to disperse and absorb the load load applied to the head portion and attenuate the load, thereby preventing breakage and cracks on the base side of the head portion. When a load is applied to the upper end of the head in the longitudinal direction through the support of the head, elastic shock absorbers, fixing nuts, etc., the elastic shock absorbers are evenly compressed and the tensile stress is dispersed and absorbed. Similarly, it is possible to prevent breakage and cracks from occurring on the base side of the head portion. Further, it is possible to prevent the elastic shock absorbing portion and the supporting portion from breaking and deteriorating without applying excessive stress to a part of the elastic shock absorbing portion and the supporting portion.

【0011】また、請求項2によれば、前記コンクリー
ト擁壁には、前記ヘッド部を囲周し、前記下段支持体の
下面を支持した基板が敷設され、この基板の下面側に
は、コンクリート擁壁に固着した接着性シール材が設け
られている。基板の下面の接着性シール材がコンクリー
ト擁壁の上面に密着し、擁壁面が凹凸状の粗面であって
も水密性を保持でき、充填された潤滑剤が外部へ漏洩す
ることなく、部材の潤滑性を長期維持できる。また、コ
ンクリート擁壁面に支持部及び弾性衝撃吸収部を安定設
置してヘッド部に加わる荷重負荷を分散吸収できる。
According to a second aspect of the present invention, the concrete retaining wall is provided with a substrate surrounding the head portion and supporting the lower surface of the lower stage support, and the concrete is provided on the lower surface side of the substrate. An adhesive sealing material fixed to the retaining wall is provided. The adhesive sealing material on the lower surface of the substrate adheres to the upper surface of the concrete retaining wall, and even if the retaining wall is a rough rough surface, watertightness can be maintained, and the filled lubricant does not leak to the outside. The lubricity of can be maintained for a long time. Further, the supporting portion and the elastic shock absorbing portion can be stably installed on the concrete retaining wall surface to disperse and absorb the load applied to the head portion.

【0012】また、請求項3によれば、前記弾性衝撃吸
収部は、前記可動支持体に支持され、アンカーボルトの
ヘッド部に貫挿された弾性体を備え、この弾性体の上面
には、前記固定ナットの下面側に設けた金属スペーサが
圧接されている。金属スペーサと、弾性体とでヘッド部
の長手方向の上端側に加わる荷重負荷を平均して分散吸
収し、ヘッド部の基部側の破断等を防止でき、同時に弾
性体の一部分に過度の応力が加わることなく弾性体の破
断劣化も防止できる。また、弾性体の弾力が基板に負荷
されて基板の下面の接着性シール材がコンクリート擁壁
面に強圧に密着されてその水密性が高くなり、基板の潤
滑剤溜り孔内に貯留されたオイル等の潤滑剤が漏洩する
ことがなく、部材の潤滑性を長期保持できる。
According to a third aspect of the present invention, the elastic shock absorbing portion is provided with an elastic body supported by the movable support body and inserted through the head portion of the anchor bolt. A metal spacer provided on the lower surface side of the fixing nut is pressure-welded. The metal spacer and the elastic body evenly disperse and absorb the load applied to the upper end side in the longitudinal direction of the head portion to prevent breakage of the base portion side of the head portion, and at the same time, excessive stress is applied to a part of the elastic body. It is also possible to prevent the elastic body from being broken and deteriorated without adding thereto. In addition, the elasticity of the elastic body is applied to the substrate, the adhesive sealing material on the lower surface of the substrate is brought into close contact with the concrete retaining wall surface under high pressure, and its watertightness becomes high, and the oil etc. stored in the lubricant reservoir hole of the substrate The lubricant does not leak, and the lubricity of the member can be maintained for a long time.

【0013】また、請求項4によれば、前記下段支持体
の球面受部には、複数の潤滑材用流下溝が設けられてい
る。注入された潤滑剤は下段支持体の潤滑剤用流下溝を
流下して基板の溜り孔内に貯留され、この流下溝を利用
してヘッド部、固定用ナット、支持部等を潤滑させ、各
部材の汚染、錆び付き等による劣化等を防止できる。
According to a fourth aspect of the present invention, a plurality of lubricant flow-down grooves are provided in the spherical surface receiving portion of the lower support. The injected lubricant flows down the lubricant flow-down groove of the lower support and is stored in the reservoir hole of the substrate.The flow-down groove is used to lubricate the head part, the fixing nut, the support part, etc. It is possible to prevent deterioration due to contamination and rusting of members.

【0014】また、請求項5によれば、前記下段支持体
には、内部のアンカーボルトのヘッド部、固定用ナッ
ト、弾性体等を覆蓋しつつ保護するための保護キャップ
が螺合固定されている。保護キャップでヘッド部、固定
用ナット、弾性体等の各部材の汚染を防止し、内部に貯
留されたオイル等の潤滑剤で各部材を長期に渡り潤滑さ
せて錆び付き等による劣化を防止できる。また、保護キ
ャップを下段支持体から簡易に取り外して内部の保守、
点検も容易におこなえる。
According to a fifth aspect of the present invention, a protection cap for protecting the head portion of the anchor bolt, the fixing nut, the elastic body and the like while covering the inner portion of the anchor bolt is screwed and fixed to the lower support. There is. A protective cap prevents contamination of each member such as the head, fixing nut, and elastic body, and lubricants such as oil stored inside lubricate each member for a long period of time to prevent deterioration due to rust etc. . Also, you can easily remove the protective cap from the lower support to maintain the inside,
Inspection can be done easily.

【0015】[0015]

【実施例】以下、添付図面に基づき、本発明の好適な実
施例を説明する。図1、図2、図3、図4には、本発明
の実施例に係る擁壁固定用アンカーボルト装置(以下、
「アンカーボルト装置」と略する。)10が示されてい
る。図より明らかな様に、前記アンカーボルト装置10
は、岩盤12に打設されたコンクリート擁壁14を貫通
して岩盤12へ打ち込まれ、該コンクリート擁壁14の
外面側にヘッド部16を突出させたアンカーボルト18
と、前記コンクリート擁壁14の外面20に前記ヘッド
部16を囲周して設置された支持部22と、この支持部
22に載設され、前記ヘッド部16に加わる応力を弾性
的に吸収する弾性衝撃吸収部24と、前記ヘッド部16
の上端側に螺合され、前記弾性衝撃吸収部24の上面側
に圧接された固定用ナット26とを有している。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENT A preferred embodiment of the present invention will be described below with reference to the accompanying drawings. 1, FIG. 2, FIG. 3, and FIG. 4, an anchor bolt device for fixing a retaining wall according to an embodiment of the present invention (hereinafter,
Abbreviated as "anchor bolt device". ) 10 is shown. As is clear from the figure, the anchor bolt device 10
Is an anchor bolt 18 that penetrates a concrete retaining wall 14 that is cast into the rock 12 and is driven into the rock 12, and the head portion 16 is projected to the outer surface side of the concrete retaining wall 14.
And a supporting portion 22 installed around the head portion 16 on the outer surface 20 of the concrete retaining wall 14, and a stress placed on the supporting portion 22 and elastically absorbing stress applied to the head portion 16. Elastic shock absorbing portion 24 and the head portion 16
And a fixing nut 26 that is screwed onto the upper end of the elastic shock absorber 24 and is pressed against the upper surface of the elastic shock absorber 24.

【0016】図6に示す様に、岩盤12は、例えば道路
28の法面の表層土を掘削して除去した後の岩盤であ
り、この岩盤12の崩落を防止するために、岩盤12の
表面に場所打ちコンクリートでコンクリート擁壁14を
井形状に打設している。このコンクリート擁壁14は、
実施例において井形状を示しているが、必ずしも井形状
に限ることなく、円形、六角等の多角形の中空枠状に形
成してもよい。アンカーボルト18は、井形状のコンク
リート擁壁14の交差部の上面側に打ち込まれ、その長
さは略3m程度から10ないし20m程度であり、この
アンカーボルト18の上端部に雄ねじ30が刻設されて
いる。このアンカーボルト18は、岩盤12及びこの岩
盤12に打設したコンクリート擁壁14の状態によって
適宜なアンカーボルトを使用して打ち込み、前記雄ねじ
30が刻設されたアンカーボルト18のヘッド部16を
コンクリート擁壁14の外面20から突出させている。
As shown in FIG. 6, the bedrock 12 is, for example, the bedrock after excavating and removing the surface soil on the slope of the road 28. In order to prevent the bedrock 12 from collapsing, the surface of the bedrock 12 is prevented. The concrete retaining wall 14 is cast in a well shape with cast-in-place concrete. This concrete retaining wall 14
Although the well shape is shown in the embodiments, the shape is not necessarily limited to the well shape, and the well shape may be formed into a polygonal hollow frame such as a circle or a hexagon. The anchor bolt 18 is driven into the upper surface side of the intersecting portion of the well-shaped concrete retaining wall 14 and has a length of about 3 m to 10 to 20 m, and the male screw 30 is engraved on the upper end of the anchor bolt 18. Has been done. The anchor bolt 18 is driven by using an appropriate anchor bolt depending on the state of the rock bed 12 and the concrete retaining wall 14 cast on the rock bed 12, and the head portion 16 of the anchor bolt 18 on which the male screw 30 is engraved is concreted. It projects from the outer surface 20 of the retaining wall 14.

【0017】図に示すように、コンクリート擁壁14の
外面20には、前記ヘッド部16を囲周し、前記支持部
22の下面を安定支持するための基板32が敷設され、
この基板32は、その下面側に設けた接着性シール材3
4でコンクリート擁壁14に固着されている。この基板
32は、耐食性の金属、例えばアルミニウム合金を素材
として略四角形状の平板に形成され、その中央位置にア
ンカーボルト18や支持部22等を潤滑させるオイル等
の潤滑剤用溜り孔36が開孔されている。この接着性シ
ール材34は、例えば、ブチルゴムと飽和高分子と活性
化樹脂等を主成分とし、柔軟性及び粘着性を有してい
る。この接着性シール材34の表面側には、図示しない
離型紙が付着されている。
As shown in the figure, a substrate 32 is provided on the outer surface 20 of the concrete retaining wall 14 so as to surround the head portion 16 and stably support the lower surface of the support portion 22,
The substrate 32 has the adhesive sealing material 3 provided on the lower surface side thereof.
It is fixed to the concrete retaining wall 14 at 4. The substrate 32 is formed of a substantially rectangular flat plate made of a corrosion-resistant metal, for example, an aluminum alloy, and a reservoir hole 36 for a lubricant such as oil for lubricating the anchor bolt 18 and the support portion 22 is opened at a central position thereof. Is perforated. The adhesive sealing material 34 has, for example, butyl rubber, a saturated polymer, an activated resin, and the like as main components, and has flexibility and adhesiveness. A release paper (not shown) is attached to the front surface side of the adhesive sealing material 34.

【0018】これにより、作業者は急傾斜の岩盤12に
打設されたコンクリート擁壁14の各ヘッド部16の位
置で、基板32下面の接着性シール材34に付着されて
いる離型紙を剥離し、ヘッド部16を囲周する様にコン
クリート擁壁14の外面20に基板32を簡単に固着で
きる。接着性シール材34は柔軟性及び粘着性に優れて
いるため、コンクリート擁壁14の外面20が凹凸状の
粗面であっても、それに順応して接着しながら基板32
とコンクリート擁壁14との接合面の水密性を保持で
き、基板34の潤滑剤用溜り孔36に貯留されるオイル
等の潤滑剤が外部へ漏洩することなく、各部材の潤滑性
を長期に渡り維持できる。なお、基板32は、実施例で
は四角形板を示しているが、これに限ることなく、円形
板、六角形等の多角形板に形成してもよく、要は支持部
22を安定支持できる広さを有していればよい。
As a result, the operator peels off the release paper attached to the adhesive sealing material 34 on the lower surface of the substrate 32 at the position of each head portion 16 of the concrete retaining wall 14 cast on the steeply sloping rock 12. Then, the substrate 32 can be easily fixed to the outer surface 20 of the concrete retaining wall 14 so as to surround the head portion 16. Since the adhesive sealing material 34 is excellent in flexibility and adhesiveness, even if the outer surface 20 of the concrete retaining wall 14 is a rough uneven surface, the substrate 32 is adhered and adhered accordingly.
The watertightness of the joint surface between the concrete retaining wall 14 and the concrete retaining wall 14 can be maintained, the lubricant such as oil stored in the lubricant reservoir hole 36 of the substrate 34 does not leak to the outside, and the lubricity of each member can be maintained for a long time. You can maintain the migration. Although the substrate 32 is shown as a quadrangular plate in the embodiment, it is not limited to this and may be formed as a circular plate, a polygonal plate such as a hexagonal plate, and in short, a wide plate that can stably support the support portion 22. You just have to have

【0019】図1、図3、図4に示す様に、支持部22
は、基板32と同様に、耐食性の金属、例えばアルミニ
ウム合金を素材として形成されており、前記弾性衝撃吸
収部24の下面側であって、ヘッド部16が貫通され、
下面側に球面部38を有した可動支持体40と、この球
面部38を密着状に摺動させつつ前記可動支持体40を
傾斜自由に支持する球面受部42を上面に凹設させた略
円筒状の下段支持体44とを備えている。
As shown in FIG. 1, FIG. 3 and FIG.
Like the substrate 32, is made of a corrosion-resistant metal, for example, an aluminum alloy, and is on the lower surface side of the elastic shock absorbing portion 24, and the head portion 16 is penetrated,
A movable support body 40 having a spherical surface portion 38 on the lower surface side, and a spherical support portion 42 for freely tilting the movable support body 40 while slidably contacting the spherical surface portion 38 are provided in a concave shape on the upper surface. And a cylindrical lower support 44.

【0020】図に示す様に、下段支持体44には、その
上面に凹設された球面受部42の上端周縁に沿って平面
部45が設けられ、球面受部42の略中央部から下段支
持体44の下面へ向け略台錐状の孔46が開孔されてい
る。球面受部42には、その上縁側から孔46へ向け複
数の潤滑剤用流下溝48が開溝され、前記孔46の下端
側には、基板32の潤滑剤溜り孔36の内周面に係着す
る円周段部50が垂設されている。また、下段支持体4
4の下面側には円周溝52が開溝されてパッキンリング
54が挿入され、下段支持体44の外周面には上端側か
ら雄ねじ56が刻設されると共に雄ねじ56の下端位置
に開溝された円周溝58にパッキンリング60が挿入さ
れている。このパッキンリングは合成ゴム、合成樹脂等
で形成されたOリングである。これにより、下段支持体
44は、その下面側の円周段部50を基板32の潤滑剤
用溜り孔36に係合して基板32からの位置ずれを防止
でき、下面側のパッキンリング54で基板32との水密
性も向上する。
As shown in the drawing, the lower stage support member 44 is provided with a flat surface portion 45 along the upper edge of the spherical surface receiving portion 42 formed in the upper surface of the lower support member 44, and the lower surface of the lower surface supporting member 44 extends from the substantially central portion thereof. An approximately trapezoidal hole 46 is opened toward the lower surface of the support body 44. A plurality of lubricant flow-down grooves 48 are opened in the spherical receiving portion 42 from the upper edge side thereof toward the holes 46, and on the lower end side of the holes 46, the inner peripheral surface of the lubricant reservoir hole 36 of the substrate 32 is formed. A circumferential step portion 50 that is engaged is vertically provided. In addition, the lower support 4
4, a circumferential groove 52 is opened on the lower surface side and a packing ring 54 is inserted, and an outer screw 56 is engraved from the upper end side on the outer peripheral surface of the lower stage support body 44, and an open groove is formed on the lower end position of the male screw 56. A packing ring 60 is inserted in the formed circumferential groove 58. This packing ring is an O-ring made of synthetic rubber, synthetic resin or the like. As a result, the lower support 44 can prevent the positional deviation from the substrate 32 by engaging the circumferential step portion 50 on the lower surface side with the lubricant reservoir hole 36 of the substrate 32, and the packing ring 54 on the lower surface side. Watertightness with the substrate 32 is also improved.

【0021】可動支持体40は、半球状、或は断面略半
月状の中実体から形成され、その上面には弾性衝撃吸収
部24を受着するための円形凹部62が凹設されてい
る。この円形凹部62の略中央位置から下面側の球面部
38の中央位置へ向けヘッド部16を貫通させるための
ボルト孔64が開孔されている。このボルト孔64にヘ
ッド部16を貫通させると共に、下段支持体44の球面
受部42に可動支持体40の球面部38を密着状に摺動
自在に支持させる。これにより、可動支持体40は下段
支持体44に対して傾斜自由に支持され、ヘッド部16
に対し交差方向から荷重負荷が加わってヘッド部16の
上端側が横方向にたわむときに、可動支持体40は下段
支持体44の球面受部42内でヘッド部16の横方向の
たわみと同じ方向へ向け傾動しながらコンクリート擁壁
14から突出したヘッド部16の基部100に加わる剪
断応力を分散吸収して減衰でき、ヘッド部16の基部1
00に破断、亀裂等が発生するのを防止きる。
The movable support member 40 is formed of a solid body having a hemispherical shape or a substantially half-moon shape in cross section, and a circular recess 62 for receiving the elastic shock absorbing portion 24 is formed on the upper surface thereof. A bolt hole 64 for penetrating the head portion 16 is opened from a substantially central position of the circular concave portion 62 to a central position of the spherical surface portion 38 on the lower surface side. The head portion 16 is passed through the bolt hole 64, and the spherical surface receiving portion 42 of the lower stage support body 44 slidably supports the spherical surface portion 38 of the movable support body 40. As a result, the movable support 40 is supported so as to be freely inclined with respect to the lower stage support 44, and the head portion 16
On the other hand, when a load is applied from the crossing direction and the upper end side of the head portion 16 bends in the lateral direction, the movable support body 40 moves in the spherical receiving portion 42 of the lower stage support body 44 in the same direction as the lateral deflection of the head portion 16. The shear stress applied to the base portion 100 of the head portion 16 that protrudes from the concrete retaining wall 14 while tilting toward can be absorbed and dissipated, and the base portion 1 of the head portion 16 can be absorbed.
It is possible to prevent breakage, cracks and the like from occurring in 00.

【0022】図1、図4に示す様に、弾性衝撃吸収部2
4は、可動支持体40に支持され、前記ヘッド部16に
貫挿された弾性体66を備え、この弾性体66の上面に
は、ヘッド部16の上端側に螺合した固定用ナット26
の下面側に設けた金属スペーサ68が圧接されている。
この弾性体66は、弾性を有したゴム部材、例えばゴ
ム、合成ゴム等を素材とし、前記可動支持体32の上面
の円形凹部62内に載着し得る略円柱状の中実体に形成
されている。そして、ヘッド部16を貫挿するためのボ
ルト孔64が上下面の中央位置に連通する様に開孔され
ている。金属スペーサ68は、厚みのある鋼板、耐食鋼
板等を素材とし、中央位置にヘッド部16を通係するた
めの貫通孔70が開孔されたドーナツ状に形成されてい
る。この金属スペーサ68の貫通孔70をヘッド部16
に通係して弾性体66の上面に当接し、そのあとでヘッ
ド部16の上端に固定用ナット24を螺合して金属スペ
ーサ68を弾性体66の上面に圧接する。
As shown in FIGS. 1 and 4, the elastic shock absorbing portion 2
4 includes an elastic body 66 supported by the movable support 40 and inserted through the head portion 16. The upper surface of the elastic body 66 has a fixing nut 26 screwed to the upper end side of the head portion 16.
A metal spacer 68 provided on the lower surface side of is pressed against.
The elastic body 66 is made of an elastic rubber member such as rubber or synthetic rubber, and is formed into a substantially cylindrical solid body that can be mounted in the circular recess 62 on the upper surface of the movable support 32. There is. Then, a bolt hole 64 for inserting the head portion 16 is formed so as to communicate with the central position of the upper and lower surfaces. The metal spacer 68 is made of a thick steel plate, a corrosion-resistant steel plate, or the like, and is formed in a donut shape with a through hole 70 for allowing the head portion 16 to pass therethrough. The through hole 70 of the metal spacer 68 is formed in the head portion 16
To contact the upper surface of the elastic body 66, and then the fixing nut 24 is screwed onto the upper end of the head portion 16 to press the metal spacer 68 into pressure contact with the upper surface of the elastic body 66.

【0023】これにより、地殻変動等でコンクリート擁
壁14が岩盤12から垂直方向に剥離しようとしてヘッ
ド部16の長手方向の上端側へ荷重負荷が加わり、支持
部22、弾性体66、金属スペーサ68、固定ナット2
6等を通じてヘッド部16の基部100に引張応力や圧
縮応力が加わるときに、金属スペーサ68と、この金属
スペーサ68が圧接している弾性体66はヘッド部16
に対して垂直状態を保持しながらその弾力でヘッド部1
6に加わる張応力や圧縮応力を受け止め、弾性体66は
全体が均等に圧縮されながらヘッド部16に加わる引張
応力や圧縮応力を分散吸収して減衰させ、ヘッド部16
の基部100に破断や亀裂が発生するのを防止できるこ
ととなる。
As a result, a load is applied to the upper end side of the head portion 16 in the longitudinal direction of the head portion 16 in an attempt to separate the concrete retaining wall 14 from the bedrock 12 in the vertical direction due to crustal movement or the like, and the supporting portion 22, the elastic body 66, and the metal spacer 68. , Fixing nut 2
When a tensile stress or a compressive stress is applied to the base portion 100 of the head portion 16 through 6, etc., the metal spacer 68 and the elastic body 66 in pressure contact with the metal spacer 68 are
With its elasticity, the head part 1
The elastic body 66 receives the tensile stress and the compressive stress applied to the elastic member 6, and while the entire elastic body 66 is uniformly compressed, the tensile stress and the compressive stress applied to the head portion 16 are dispersedly absorbed to be attenuated.
It is possible to prevent the base portion 100 from breaking or cracking.

【0024】また、弾性体66は、下段支持体44の球
面受部42に下面の球面部38を摺動自在に密着させた
可動支持体40に支持され、上面に固定用ナット26が
締着された金属スペーサ68が圧接されているため、ヘ
ッド部16の基部100側が剪断応力を受けて横方向に
たわむときに前記可動支持体40が下段支持体44の球
面受部42に沿って同じ方向へ向け傾動して可動支持体
40に支持された弾性体66の傾斜下端側の一部に過度
の応力が加わることがない。また、ヘッド部16の長手
方向に引張応力や圧縮応力が加わるときにおいても、ヘ
ッド部16に垂直状に保持された弾性体66に均等に作
用して一部分に過度の応力が加わることなく、弾性体6
6の破断劣化を防止でき、装置自体の耐久性を長く維持
できる。
The elastic body 66 is supported by a movable support body 40 in which a lower spherical surface portion 38 is slidably adhered to a spherical surface receiving portion 42 of a lower support body 44, and a fixing nut 26 is fastened to an upper surface thereof. Since the metal spacers 68 are pressed against each other, when the base portion 100 side of the head portion 16 receives a shear stress and bends in the lateral direction, the movable support body 40 moves in the same direction along the spherical surface receiving portion 42 of the lower stage support body 44. Excessive stress is not applied to a part of the lower end side of the tilt of the elastic body 66 tilted toward and supported by the movable support body 40. Further, even when a tensile stress or a compressive stress is applied in the longitudinal direction of the head portion 16, the elastic body 66 held vertically in the head portion 16 acts evenly, and an excessive stress is not applied to a part of the elastic body 66. Body 6
It is possible to prevent breakage deterioration of No. 6 and maintain the durability of the device itself for a long time.

【0025】また、上面側に固定用ナット26で金属ス
ペーサ68が圧接された弾性体66の弾力が可動支持体
40及び下段支持体44から基板32に負荷され、基板
32の下面の接着性シール材34がコンクリート擁壁1
4の外面20に強圧に密着されてその水密性が飛躍的に
高くなり、基板32の潤滑剤溜り孔36内に貯留された
オイル等の潤滑剤が漏洩することなく、ヘッド部16と
固定用ナット26、可動支持体40と下段支持体44等
の潤滑性を長期保持でき、保守点検、調整も容易に行え
ることとなる。また、弾性体66は、ゴム部材で弾力強
度に優れ、形状も小形な円柱体に形成でき、装置自体の
形状も小形化できて急傾斜のコンクリート擁壁14の外
面でのアンカーボルト装置10の施工の安全性が高くな
る。
Further, the elastic force of the elastic body 66, which is pressed against the metal spacer 68 by the fixing nut 26 on the upper surface side, is applied to the substrate 32 from the movable support body 40 and the lower stage support body 44, and the lower surface of the substrate 32 is adhesively sealed. Material 34 is concrete retaining wall 1
4, the watertightness of which is drastically increased by closely adhering to the outer surface 20 of 4 to prevent the lubricant such as oil stored in the lubricant reservoir hole 36 of the substrate 32 from leaking and to be fixed to the head portion 16. Lubricity of the nut 26, the movable support 40, the lower support 44, and the like can be maintained for a long period of time, and maintenance inspection and adjustment can be easily performed. Further, the elastic body 66 is a rubber member having excellent elasticity and can be formed into a small columnar shape, and the shape of the apparatus itself can be made small, so that the anchor bolt apparatus 10 on the outer surface of the steeply inclined concrete retaining wall 14 can be formed. The safety of construction will increase.

【0026】なお、弾性体66は、円柱形状の中実体に
限ることなく、例えば、四角柱、六角柱等の多角柱に形
成しもよい。また、前記弾性体66は、ゴム部材に限る
ことなく、コイルスプリング等のバネ部材を用いてもよ
い。これにより、弾性体66がバネ部材である場合にお
いても、アンカーボルト18に引張応力や圧縮応力、或
は剪断応力が加わっても、可動支持体の傾動、弾性体の
圧縮作動等で応力を分散吸収しながらヘッド部16の破
断や亀裂の発生等を防止できる。
The elastic body 66 is not limited to a solid cylinder, but may be a polygonal prism such as a quadrangular prism or a hexagonal prism. Further, the elastic body 66 is not limited to a rubber member, and a spring member such as a coil spring may be used. Accordingly, even when the elastic body 66 is a spring member, even if tensile stress, compressive stress, or shear stress is applied to the anchor bolt 18, the stress is dispersed by tilting the movable support, compressing the elastic body, or the like. It is possible to prevent the head portion 16 from breaking or cracking while absorbing.

【0027】図1、図2、図4に示す様に、前記下段支
持体44には、アンカーボルトのヘッド部16、固定用
ナット26、弾性体66等を覆蓋しつつ保護するための
保護キャップ72が螺合固定されている。保護キャップ
72は、下段支持体44等と同様に、耐食性の金属、例
えば、アルミニウム合金等を素材とし、中空の吊り鐘状
に形成されている。この保護キャップ72の開口端の内
面側には、下段支持体44の上端部の外周面に刻設され
た雄ねじ56と螺合する雌ねじ74が刻設され、頭頂部
には潤滑剤の注入孔76がボルト等の止め栓78を締着
し得る様に開孔されている。
As shown in FIGS. 1, 2 and 4, the lower support 44 has a protective cap for protecting the head portion 16 of the anchor bolt, the fixing nut 26, the elastic body 66, etc. while covering them. 72 is screwed and fixed. Similar to the lower support 44 and the like, the protective cap 72 is made of a corrosion-resistant metal, such as an aluminum alloy, as a material, and is formed in a hollow bell shape. On the inner surface side of the opening end of the protective cap 72, a female screw 74 which is screwed into the male screw 56 formed on the outer peripheral surface of the upper end portion of the lower support 44 is engraved, and a lubricant injection hole is formed on the crown. An opening 76 is formed so that a stopper 78 such as a bolt can be fastened.

【0028】この保護キャップ72を下段支持体44に
螺合固定し、保護キャップ72の注入孔76からオイル
等の潤滑剤を注入する。この注入されたオイルは、支持
部22の上面へ流下し、下段支持体44の球面受部42
に設けた潤滑剤用流下溝48を流下して孔46から基板
32の溜り孔36内に貯留されて保護キャップ72内の
ヘッド部16、固定用ナット24、弾性体34等を潤滑
させ、各部材の汚染、錆び付き等による劣化等を防止で
きる。また、保護キャップ72を下段支持体44から簡
易に取り外して内部のヘッド部16、固定用ナット2
4、弾性体34等の保守、点検も容易におこなえる。
The protective cap 72 is screwed and fixed to the lower support 44, and a lubricant such as oil is injected through the injection hole 76 of the protective cap 72. The injected oil flows down to the upper surface of the support portion 22, and the spherical receiving portion 42 of the lower stage support body 44.
Flowing down through the lubricant flow-down groove 48 provided in the base plate 32 and stored in the reservoir hole 36 of the substrate 32 to lubricate the head portion 16, the fixing nut 24, the elastic body 34, and the like in the protective cap 72. It is possible to prevent deterioration due to contamination and rusting of members. Further, the protective cap 72 can be easily removed from the lower support 44 to remove the head 16 and the fixing nut 2 inside.
4. Maintenance and inspection of the elastic body 34 and the like can be easily performed.

【0029】なお、注入孔76からオイルを注入する代
わりに、図1に示す様に、保護キャップ36内に内部に
オイル等の潤滑剤を封入、膨化させた袋体80を挿入
し、注入孔76から針等を挿入して袋体80を破裂させ
て袋体内の潤滑剤を保護キャップ72内に充填してもよ
い。この袋体80を利用することにより、急角度に傾斜
したコンクリート擁壁14の外面に設けたアンカーボル
ト装置10の保護キャップ72内にオイル等の潤滑剤を
容易に、短時間で漏れもなく注入でき、潤滑剤の注入作
業における危険を防止できる。
Instead of injecting oil from the injection hole 76, as shown in FIG. 1, a bag 80 in which a lubricant such as oil is enclosed and expanded is inserted into the protective cap 36, and the injection hole is inserted. The protective cap 72 may be filled with the lubricant in the bag body by inserting a needle or the like from 76 to burst the bag body 80. By using this bag body 80, a lubricant such as oil can be easily and quickly injected into the protective cap 72 of the anchor bolt device 10 provided on the outer surface of the concrete retaining wall 14 inclined at a steep angle in a short time without any leakage. Therefore, it is possible to prevent the danger of the lubricant injection work.

【0030】次に、本発明に係る擁壁固定用アンカーボ
ルト装置10の作用を説明する。図6に示す様に、前記
擁壁固定用アンカーボルト装置10は、道路28の側部
の法面の表層土を掘削した後の岩盤12に、同岩盤12
の崩落を防止するために表面に場所打ちコンクリートで
コンクリート擁壁14を井形状等に打設し、このコンク
リート擁壁14を岩盤12に強固に固定するために、井
形状に成型されたコンクリート擁壁14の交差位置等の
上面側から岩盤12内にアンカーボルト18を打ち込み
固定し、コンクリート擁壁14の外面20に突出させた
アンカーボルト18のヘッド部16に設置するものであ
る。
Next, the operation of the retaining wall fixing anchor bolt device 10 according to the present invention will be described. As shown in FIG. 6, the anchor bolt device 10 for fixing the retaining wall is formed on the rock bed 12 after excavating the surface soil on the side slope of the road 28.
In order to prevent the collapse of the concrete, the concrete retaining wall 14 is cast in a well shape or the like with cast-in-place concrete, and in order to firmly fix the concrete retaining wall 14 to the bedrock 12, a concrete retaining wall shaped in a well shape is formed. An anchor bolt 18 is driven into the bedrock 12 from the upper surface side such as a crossing position of the wall 14 and fixed therein, and the anchor bolt 18 is installed on the head portion 16 of the anchor bolt 18 projected on the outer surface 20 of the concrete retaining wall 14.

【0031】このアンカーボルト18のヘッド部16が
突出されたコンクリート擁壁14の外面20に基板32
を下面側の接着性シール材34で固着させ、この基板3
0の上面でヘッド部16に下段支持体44を貫挿して載
着し、この下段支持体44の球面受部42に可動支持体
40の球面部38を摺動自在に密着させ、この可動支持
体44の上面で弾性体66、金属スペーサ68をヘッド
部16に順次貫挿して載着し、ヘッド部16に固定用ナ
ット26を螺合固定して金属スペーサ33を弾性体66
の上面に圧接する。更に、下段支持体44に保護キャッ
プ72を螺合した後で保護キャップ72の頭頂部の注入
孔76からオイル等の潤滑剤を注入して止め栓78を螺
合する。この潤滑剤は、固定用ナット26、金属スペー
サ68、下段支持体44の上面へ流下し、更に、下段支
持体44の球面受部42に設けた流下溝48から基板3
2の溜り孔36へ流れて貯留される。
A substrate 32 is attached to the outer surface 20 of the concrete retaining wall 14 from which the head portion 16 of the anchor bolt 18 is projected.
Is fixed by an adhesive sealing material 34 on the lower surface side, and the substrate 3
On the upper surface of 0, the lower stage support body 44 is inserted and mounted on the head portion 16, and the spherical surface portion 38 of the movable support body 40 is slidably adhered to the spherical surface receiving portion 42 of the lower stage support body 44. An elastic body 66 and a metal spacer 68 are sequentially inserted into and mounted on the head portion 16 on the upper surface of the body 44, and the fixing nut 26 is screwed and fixed to the head portion 16 to attach the metal spacer 33 to the elastic body 66.
Pressure contact with the upper surface. Further, after the protective cap 72 is screwed into the lower support 44, a lubricant such as oil is injected through the injection hole 76 at the top of the protective cap 72 to screw the stopper 78. This lubricant flows down to the fixing nut 26, the metal spacer 68, and the upper surface of the lower stage support body 44, and further from the flow-down groove 48 provided in the spherical surface receiving portion 42 of the lower stage support body 44 to the substrate 3.
It flows to the second accumulation hole 36 and is stored therein.

【0032】この状態で、地殻変動等によりコンクリー
ト擁壁14が岩盤12に対して矢印の様に横移動して、
アンカーボルトのヘッド部16を横方向にたわませる様
な剪断応力が加わり、ヘッド部16の軸線が、図5に示
す様に、軸線P1から軸線P2へ傾斜変位すると、可動
支持体40の下面の球面部38が下段支持体44の球面
受部42に沿って摺動しながら軸線P2と略垂直に交差
した斜め下がりに傾斜し、可動支持体40の上面側の弾
性体66、金属スペーサ68、固定用ナット26等も共
に軸線P2と略垂直に交差した斜め下がり変位してヘッ
ド部16の基部100に加わる剪断応力を分散吸収して
減衰させ、ヘッド部16の基部100に破断、亀裂が発
生するのを防止できる。同時に、可動支持体40に支持
された弾性体66も可動支持体40と同じ斜め下がりに
変位するため、弾性体66の一部分に過度の応力が加わ
ることなく弾性体66の破断劣化を防止できる。また、
下段支持体44は傾動することなく基板32に密着した
状態を保持しながらコンクリート擁壁14と共に横滑り
状に移動し、下段支持体44に固定した保護キャップ3
6の水密性を保持しながら基板32の溜り孔36内に貯
留されたオイル等の潤滑剤の漏洩を防止できる。
In this state, the concrete retaining wall 14 moves laterally with respect to the bedrock 12 as indicated by the arrow due to the crustal movement, etc.
When shearing stress is applied to the head portion 16 of the anchor bolt in a lateral direction, and the axis line of the head portion 16 is displaced from the axis line P1 to the axis line P2 as shown in FIG. The spherical portion 38 of the lower support 44 slides along the spherical receiving portion 42 of the lower support 44 and inclines obliquely downward so as to intersect substantially perpendicularly with the axis P2, and the elastic body 66 and the metal spacer 68 on the upper surface side of the movable support 40. The fixing nuts 26 and the like are also displaced obliquely downward so as to intersect substantially perpendicularly with the axis P2 to disperse and absorb the shear stress applied to the base portion 100 of the head portion 16 so as to be attenuated. It can be prevented from occurring. At the same time, since the elastic body 66 supported by the movable support body 40 is also displaced diagonally downward like the movable support body 40, it is possible to prevent breakage deterioration of the elastic body 66 without applying excessive stress to a part of the elastic body 66. Also,
The lower-stage support 44 moves sideways together with the concrete retaining wall 14 while maintaining the state of being in close contact with the substrate 32 without tilting, and the protective cap 3 fixed to the lower-stage support 44.
While maintaining the watertightness of 6, the leakage of the lubricant such as oil stored in the reservoir hole 36 of the substrate 32 can be prevented.

【0033】また、コンクリート擁壁14が岩盤12に
対して垂直方向に剥離する様に移動し、アンカーボルト
のヘッド部16の長手方向の上端側へ荷重負荷が加わ
り、支持部22、弾性体66、金属スペーサ68、固定
用ナット26等を経由してヘッド部16に引張応力や圧
縮応力が加わるときに、金属スペーサ68と、この金属
スペーサ68が圧接している弾性体66の弾力で引張応
力や圧縮応力を受け止め、弾性体66が均等に圧縮され
ながら引張応力や圧縮応力を分散吸収して減衰させ、ヘ
ッド部16の基部100側に破断や亀裂が発生するのを
防止できる。このときに、弾性体66や可動支持体40
の一部分に過度な応力が加わることもなく、弾性体6
6、可動支持体40等の破断劣化を防止できる。
Further, the concrete retaining wall 14 moves so as to vertically separate from the bedrock 12, and a load is applied to the upper end side in the longitudinal direction of the head portion 16 of the anchor bolt, so that the support portion 22 and the elastic body 66 are provided. When a tensile stress or a compressive stress is applied to the head portion 16 via the metal spacer 68, the fixing nut 26, etc., the tensile stress is generated by the elastic force of the metal spacer 68 and the elastic body 66 with which the metal spacer 68 is in pressure contact. It is possible to prevent the tensile stress and the compressive stress from being dispersedly absorbed and attenuated while the elastic body 66 is uniformly compressed, and to break and crack on the base portion 100 side of the head portion 16 while receiving the compressive stress. At this time, the elastic body 66 and the movable support body 40
The elastic body 6 is not subjected to excessive stress on a part of
6. It is possible to prevent breakage deterioration of the movable support 40 and the like.

【0034】従って、地殻変動でコンクリート擁壁が岩
盤に対して移動しても、アンカーボルトのヘッド部16
の基部100側に破断や亀裂が発生することなく、コン
クリート擁壁を長期に渡り安定に維持できる。また、定
期的に保護キャップ72を取り外して点検しながら緩み
が発生している固定用ナットを締め付けてコンクリート
擁壁14の岩盤12への固定状態を保持できる。また、
擁壁固定用アンカーボルト装置10は、大形の球面座金
等を使用することなく、構造も簡略で小形に形成してコ
ンクリート擁壁面の施工時における安全性を高め、製造
コストも安価で施工経費も節約できる。
Therefore, even if the concrete retaining wall moves with respect to the bedrock due to crustal movement, the head portion 16 of the anchor bolt
The concrete retaining wall can be stably maintained for a long period of time without breakage or cracking on the base 100 side. Further, the fixing state of the concrete retaining wall 14 to the bedrock 12 can be maintained by tightening the fixing nut, which is loose, while removing the protective cap 72 and inspecting it periodically. Also,
The anchor bolt device 10 for fixing the retaining wall does not use a large spherical washer or the like, has a simple structure and is formed in a small size to enhance the safety during the construction of the concrete retaining wall, the manufacturing cost is low, and the construction cost is low. Can also save.

【0035】[0035]

【発明の効果】以上説明した様に、請求項1に係る擁壁
固定用アンカーボルト装置によれば、岩盤に打設された
コンクリート擁壁を貫通して岩盤へ打ち込まれ、該コン
クリート擁壁の外面側にヘッド部を突出させたアンカー
ボルトと、前記コンクリート擁壁の外面に前記ヘッド部
を囲周して設置された支持部と、この支持部に載設さ
れ、前記ヘッド部に加わる応力を弾性的に吸収する弾性
衝撃吸収部と、前記ヘッド部の上端側に螺合され、前記
弾性衝撃吸収部の上面側に圧接された固定用ナットと、
を有し、前記支持部は、前記弾性衝撃吸収部の下面側で
あって、前記ヘッド部が貫通され、下面側に球面部を有
した可動支持体と、前記球面部を密着状に摺動させつつ
前記可動支持体を傾斜自由に支持する球面受部を上面に
凹設させた略円筒状の下段支持体とを備えてなることに
より、地殻変動等でコンクリート擁壁から突出したヘッ
ド部に、該ヘッド部と交差した方向に加わる剪断応力を
支持部で、またヘッド部の長手方向に加わる引張、圧縮
応力を弾性衝撃吸収部でそれぞれ平均して分散吸収しな
がらヘッド部の基部側に破断や亀裂が発生するのを防止
し、コンクリート擁壁の耐用年数を長く維持し得ると共
に、支持部や弾性衝撃吸収部の一部分に過度な応力が加
わることなく、弾性衝撃吸収部や支持部等の破断劣化を
防止しつつ装置自体の耐久性も長く維持できる。特に、
下段支持体の球面受部に可動支持体の球面部が摺動自在
に密着配置され、この可動支持体の上面に弾性衝撃吸収
部を支持して固定ナットを締着させたことにより、ヘッ
ド部に岩盤面に水平方向の力が加わってヘッド部がたわ
む方向へ可動支持体が自由に傾斜しながら直接にこの水
平方向の衝撃力を吸収するとともに、弾性衝撃吸収部を
支持して弾性衝撃吸収部の一部分に過度の応力が加わる
ことなく、装置自体の耐久性を維持できる。
As described above, according to the anchor bolt device for fixing a retaining wall according to the first aspect of the present invention, the concrete retaining wall of the concrete is passed through the concrete retaining wall placed on the bedrock and driven into the bedrock. Anchor bolts with the head portion protruding to the outer surface side, a support portion installed around the head portion on the outer surface of the concrete retaining wall, and a stress applied to the head portion mounted on the support portion An elastic shock absorbing portion that absorbs elastically, a fixing nut that is screwed to the upper end side of the head portion, and is pressed into contact with the upper surface side of the elastic shock absorbing portion.
The supporting portion is on the lower surface side of the elastic shock absorbing portion, the head portion is penetrated, and the movable supporting member having a spherical surface portion on the lower surface side is slidably adhered to the spherical surface portion. And a substantially cylindrical lower stage support body having a concave upper surface for supporting the movable support body in a freely tiltable manner, thereby providing a head portion projecting from a concrete retaining wall due to crustal movement or the like. , The shear stress applied in the direction intersecting with the head part is broken by the support part, and the tensile and compressive stress applied in the longitudinal direction of the head part is averaged and dispersed in the elastic shock absorbing part while being broken at the base side of the head part. It can prevent the occurrence of cracks and cracks and can maintain the useful life of the concrete retaining wall for a long time. The device itself can be Durability can be maintained for a long time. Especially,
The spherical portion of the movable support is slidably and closely arranged on the spherical receiving portion of the lower support, and the elastic shock absorbing portion is supported on the upper surface of the movable support to fasten the fixed nut. The horizontal support exerts a horizontal force on the rock surface, and the movable support freely inclines in the direction in which the head flexes, while directly absorbing this horizontal impact force and supporting the elastic shock absorber to absorb the elastic shock. The durability of the device itself can be maintained without applying excessive stress to a part of the portion.

【0036】また、請求項2によれば、前記コンクリー
ト擁壁には、前記ヘッド部を囲周し、前記下段支持体の
下面を支持した基板が敷設され、この基板の下面側に
は、コンクリート擁壁に固着した接着性シール材が設け
られてなることにより、コンクリート擁壁面に支持部及
び弾性衝撃吸収部を安定設置してヘッド部に交差方向へ
加わる剪断応力やヘッド部に長手方向の上端側へ加わる
引張応力や圧縮応力等の分散吸収を実効化できる。ま
た、基板とコンクリート擁壁面との水密性が高く、充填
されたオイル等の潤滑剤がコンクリート擁壁と基板との
接合面から外部へ漏洩することなく、各部材の潤滑性を
長期保持できて、定期的な保守点検、調整も容易とな
る。
According to a second aspect of the present invention, the concrete retaining wall is laid with a substrate that surrounds the head portion and supports the lower surface of the lower support, and the concrete is provided on the lower surface side of the substrate. By providing an adhesive sealing material that is fixed to the retaining wall, the support and elastic shock absorbers are stably installed on the concrete retaining wall, and the shear stress applied to the head in the cross direction and the upper end in the longitudinal direction of the head. It is possible to effectively disperse and absorb tensile stress and compressive stress applied to the side. In addition, the water tightness between the substrate and the concrete retaining wall is high, and the lubricant such as the filled oil does not leak to the outside from the joint surface between the concrete retaining wall and the substrate, so that the lubricity of each member can be maintained for a long time. Also, regular maintenance inspections and adjustments become easy.

【0037】また、請求項3によれば、前記弾性衝撃吸
収部は、前記可動支持体に支持され、アンカーボルトの
ヘッド部に貫挿された弾性体を備え、この弾性体の上面
には、前記固定ナットの下面側に設けた金属スペーサが
圧接されてなることにより、ヘッド部の長手方向に加わ
る引張応力や圧縮応力を弾性体及び弾性体に圧接してい
る金属スペーサで均等に分散吸収してヘッド部の基部側
に破断や亀裂が発生するのを防止でき、同時に弾性体の
一部分に過度の応力が加わることなく弾性体の破断劣化
も防止できる。また、金属スペーサが均等に圧接した弾
性体の弾力を基板に負荷して基板とコンクリート擁壁面
との水密性を向上させることができる。
According to a third aspect of the present invention, the elastic shock absorbing portion is provided with an elastic body supported by the movable support body and inserted into the head portion of the anchor bolt. Since the metal spacer provided on the lower surface side of the fixing nut is pressure-contacted, the tensile stress and the compressive stress applied in the longitudinal direction of the head portion are uniformly dispersed and absorbed by the elastic body and the metal spacer pressed against the elastic body. As a result, it is possible to prevent breakage and cracks from occurring on the base side of the head portion, and at the same time, to prevent breakage deterioration of the elastic body without applying excessive stress to a part of the elastic body. Further, the elastic force of the elastic body with which the metal spacers are evenly pressed can be applied to the substrate to improve the water tightness between the substrate and the concrete retaining wall.

【0038】また、請求項4によれば、前記下段支持体
の球面受部には、複数の潤滑材用流下溝が設けられてな
ることにより、支持体の上面側から基板側へオイル等の
潤滑剤を流下させて貯留し、かつ流下溝を利用して下段
支持部の球面受部に対する可動支持体の球面部の潤滑、
ヘッド部に対する固定用ナットの潤滑を長期に渡り維持
できる。
According to the fourth aspect of the present invention, the lower surface support member is provided with a plurality of lubricant flow-down grooves in the spherical surface receiving portion, so that oil or the like is transferred from the upper surface side of the support member to the substrate side. Lubricant is stored by flowing down, and lubrication of the spherical surface portion of the movable support with respect to the spherical surface receiving portion of the lower stage supporting portion by utilizing the flow-down groove,
Lubrication of the fixing nut to the head can be maintained for a long time.

【0039】また、請求項5によれば、前記下段支持体
には、内部のアンカーボルトのヘッド部、固定用ナッ
ト、弾性体等を覆蓋しつつ保護するための保護キャップ
が螺合固定されてなることにより、ヘッド部、ヘッド部
に螺合された固定用ナット、弾性体、支持部等が塵芥類
で汚染されることなく、保護キャップ内に充填したオイ
ル等の潤滑剤の汚染劣化も防止しながら内部の各部材を
潤滑させて各部材の腐食、劣化を防止できる。また、保
護キャップを支持体から簡易に取り外して内部の各部材
の保守、点検も容易におこなえる。
According to a fifth aspect of the present invention, the lower support is screwed and fixed with a protective cap for protecting the head portion of the anchor bolt, the fixing nut, the elastic body and the like while covering the lower support. By doing so, the head part, the fixing nut screwed to the head part, the elastic body, the support part, etc. are not contaminated with dust, and the deterioration of the lubricant such as oil filled in the protective cap is prevented. However, each member inside can be lubricated to prevent corrosion and deterioration of each member. In addition, the protective cap can be easily removed from the support to easily perform maintenance and inspection of each internal member.

【図面の簡単な説明】[Brief description of the drawings]

【図1】本発明に係る擁壁固定用アンカーボルト装置の
縦断面図である。
FIG. 1 is a longitudinal sectional view of a retaining wall fixing anchor bolt device according to the present invention.

【図2】擁壁固定用アンカーボルト装置の正面図であ
る。
FIG. 2 is a front view of an anchor bolt device for fixing a retaining wall.

【図3】図2のA−A線一部切欠断面図である。3 is a partially cutaway sectional view taken along the line AA of FIG.

【図4】支持部、弾性衝撃吸収部、並びに固定用ナッ
ト、金属スペーサ等の分解斜視図である。
FIG. 4 is an exploded perspective view of a support portion, an elastic shock absorbing portion, a fixing nut, a metal spacer and the like.

【図5】アンカーボルトのヘッド部が傾斜した状態を示
した擁壁固定用アンカーボルト装置の縦断面図である。
FIG. 5 is a vertical cross-sectional view of a retaining wall fixing anchor bolt device showing a state in which the head portion of the anchor bolt is inclined.

【図6】道路法面の岩盤に場所打ちしたコンクリート擁
壁に設けた擁壁固定用アンカーボルト装置を示した斜視
図である。
FIG. 6 is a perspective view showing an anchor bolt device for fixing a retaining wall provided on a concrete retaining wall cast in place on rock on a road slope.

【図7】従来の擁壁固定用アンカーボルト装置の縦断面
図である。
FIG. 7 is a longitudinal sectional view of a conventional anchor bolt device for retaining wall fixing.

【符号の説明】[Explanation of symbols]

10 擁壁固定用アンカーボルト装置。 12 岩盤 14 コンクリート擁壁 16 ヘッド部 18 アンカーボルト 20 コンクリート擁壁の外面 22 支持部 24 弾性衝撃吸収部 26 固定用ナット 32 基板 34 接着性シール材 36 潤滑剤用溜り孔 38 球面部 40 可動支持体 42 球面受部 44 下段支持体 48 潤滑剤用流下溝 66 弾性体 68 金属スペーサ 72 保護キャップ 10 Anchor bolt device for retaining wall fixing. 12 Rock Mass 14 Concrete Retaining Wall 16 Head Part 18 Anchor Bolt 20 Outer Surface of Concrete Retaining Wall 22 Support Part 24 Elastic Shock Absorbing Part 26 Fixing Nut 32 Substrate 34 Adhesive Sealing Material 36 Lubricant Reservoir Hole 38 Spherical Part 40 Movable Supporting Body 42 spherical surface receiving portion 44 lower support 48 lubricant flow-down groove 66 elastic body 68 metal spacer 72 protective cap

Claims (5)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 岩盤に打設されたコンクリート擁壁を貫
通して岩盤へ打ち込まれ、該コンクリート擁壁の外面側
にヘッド部を突出させたアンカーボルトと、 前記コンクリート擁壁の外面に前記ヘッド部を囲周して
設置された支持部と、 この支持部に載設され、前記ヘッド部に加わる応力を弾
性的に吸収する弾性衝撃吸収部と、 前記ヘッド部の上端側に螺合され、前記弾性衝撃吸収部
の上面側に圧接された固定用ナットと、を有し、 前記支持部は、前記弾性衝撃吸収部の下面側であって、
前記ヘッド部が貫通され、下面側に球面部を有した可動
支持体と、前記球面部を密着状に摺動させつつ前記可動
支持体を傾斜自由に支持する球面受部を上面に凹設させ
た略円筒状の下段支持体と、を備えてなる擁壁固定用ア
ンカーボルト装置。
1. An anchor bolt having a head portion projecting to the outer surface side of the concrete retaining wall, which penetrates through the concrete retaining wall cast into the rock material, and an anchor bolt, the head being provided on the outer surface of the concrete retaining wall. A supporting portion that is installed around the portion, an elastic shock absorbing portion that is mounted on the supporting portion and that elastically absorbs the stress applied to the head portion, and is screwed onto the upper end side of the head portion, A fixing nut that is pressed against the upper surface side of the elastic shock absorbing portion, and the supporting portion is a lower surface side of the elastic shock absorbing portion,
The head portion is penetrated, and a movable support body having a spherical surface portion on the lower surface side and a spherical support portion for freely tiltingly supporting the movable support body while slidably contacting the spherical surface portion are provided on the upper surface. An anchor bolt device for fixing a retaining wall, comprising: a substantially cylindrical lower support.
【請求項2】 前記コンクリート擁壁には、前記ヘッド
部を囲周し、前記下段支持体の下面を支持した基板が敷
設され、 この基板の下面側には、コンクリート擁壁に固着した接
着性シール材が設けられてなる請求項1記載の擁壁固定
用アンカーボルト装置。
2. The concrete retaining wall is provided with a substrate that surrounds the head portion and supports the lower surface of the lower support, and the lower surface side of the substrate has an adhesive property fixed to the concrete retaining wall. The anchor bolt device for fixing a retaining wall according to claim 1, wherein a sealing material is provided.
【請求項3】 前記弾性衝撃吸収部は、前記可動支持体
に支持され、アンカーボルトのヘッド部に貫挿された弾
性体を備え、 この弾性体の上面には、前記固定ナットの下面側に設け
た金属スペーサが圧接されてなる請求項1または2記載
の擁壁固定用アンカーボルト装置。
3. The elastic shock absorbing portion includes an elastic body supported by the movable support body and inserted through a head portion of an anchor bolt, the elastic body having an upper surface on a lower surface side of the fixing nut. The anchor bolt device for fixing a retaining wall according to claim 1 or 2, wherein the provided metal spacer is pressure-welded.
【請求項4】 前記下段支持体の球面受部には、複数の
潤滑材用流下溝が、設けられてなる請求項1ないし3の
いずれかに記載の擁壁固定用アンカーボルト装置。
4. The anchor bolt device for fixing a retaining wall according to claim 1, wherein a plurality of lubricant flow-down grooves are provided in the spherical surface receiving portion of the lower support.
【請求項5】 前記下段支持体には、内部のアンカーボ
ルトのヘッド部、固定用ナット、弾性体等を覆蓋しつつ
保護するための保護キャップが螺合固定されてなる請求
項1ないし4のいずれかに記載の擁壁固定用アンカーボ
ルト装置。
5. The lower support is screwed and fixed to a protective cap for protecting the head portion of the anchor bolt, a fixing nut, an elastic body and the like while covering the lower support body. An anchor bolt device for fixing the retaining wall according to any one of the above.
JP29780195A 1995-10-21 1995-10-21 Anchor bolt device for retaining wall fixing Expired - Fee Related JP2689236B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP29780195A JP2689236B2 (en) 1995-10-21 1995-10-21 Anchor bolt device for retaining wall fixing

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP29780195A JP2689236B2 (en) 1995-10-21 1995-10-21 Anchor bolt device for retaining wall fixing

Publications (2)

Publication Number Publication Date
JPH09111760A JPH09111760A (en) 1997-04-28
JP2689236B2 true JP2689236B2 (en) 1997-12-10

Family

ID=17851353

Family Applications (1)

Application Number Title Priority Date Filing Date
JP29780195A Expired - Fee Related JP2689236B2 (en) 1995-10-21 1995-10-21 Anchor bolt device for retaining wall fixing

Country Status (1)

Country Link
JP (1) JP2689236B2 (en)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP3895637B2 (en) * 2002-05-20 2007-03-22 岡部株式会社 Anchor cap
KR101273160B1 (en) * 2011-04-05 2013-06-14 서울시립대학교 산학협력단 Anchorage assembles and structures for prestressing atypical concrete structures
CN108086313A (en) * 2017-11-28 2018-05-29 中国葛洲坝集团第二工程有限公司 The production method of the underwater outer anchor head Multiple Protective System of prestress anchorage cable

Also Published As

Publication number Publication date
JPH09111760A (en) 1997-04-28

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