JP2005023553A - Deformation recovery device for grating crib body by frost heaving - Google Patents

Deformation recovery device for grating crib body by frost heaving Download PDF

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Publication number
JP2005023553A
JP2005023553A JP2003187547A JP2003187547A JP2005023553A JP 2005023553 A JP2005023553 A JP 2005023553A JP 2003187547 A JP2003187547 A JP 2003187547A JP 2003187547 A JP2003187547 A JP 2003187547A JP 2005023553 A JP2005023553 A JP 2005023553A
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Japan
Prior art keywords
frame
anchor
ground
receiving plate
frost heaving
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JP2003187547A
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Japanese (ja)
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JP4085411B2 (en
Inventor
Chiaki Daimon
千明 大門
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DAICHI GIKEN KK
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DAICHI GIKEN KK
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a deformation recovery device for a grating crib body by frost heaving capable of controlling the influence of the rising ground on the grating crib by frost heaving, absorbing frost heaving force acting on a grating crib material, always operating restoring force to prevent the deformation of the grating crib body by frost heaving and, at the same time, making it return to an original form to prevent the collapse of earth and sand of a slope to the utmost. <P>SOLUTION: An anchor 11 is erected to the center wherein the front end face 2A of the grating crib material 2 is opposed to the ground A and is placed by burying and fixing it in the ground A. An immovable plate 13 provided to the anchor 11 is placed between the ground A and the grating crib materials 2 and 2. A pressure-receiving plate 16 is provided to the upper part side 11B of the anchor 11, and a cylindrical guide body 19 forming a guide hole 19A corresponding to the grating crib material 2 is provided to the lower surface of the pressure-receiving plate 16. An engaging section 20C of a movable body 20 fitted to the front end side of each grating crib material 2 is fitted to the guide hole 19A to support it on the cylindrical guide body 19 so as to enable it to make displacement in the vertical direction. <P>COPYRIGHT: (C)2005,JPO&NCIPI

Description

【0001】
【発明の属する技術分野】
本発明は、法面に設置した法枠体が地盤の凍上により部分的に浮上して変形し、終には破壊してしまうのを防止するための凍上による法枠体の変形回復装置に関する。
【0002】
【従来の技術】
切土法面には土砂崩落を防止するためにコンクリート製の法枠材を略格子状に連結した法枠体を設置することが行われているが、切土法面を形成する地盤は、地中含水状態や土質によって寒冷地では気温の低下に伴って地表面側が凍結することにより隆起する所謂凍上現象が起き、また、気温の上昇に伴って自重により沈降する現象が起きる。このため、地盤上に設置した法枠体には押し上げる凍上力が働くことから、地盤の隆起と沈降に伴って法枠体が次第に変形して経年崩壊してしまうという問題がある。また、崩壊しないまでも、一部の法枠材が地盤から浮上した状態になって土砂の崩落を効果的に防止できないという問題も生じている。
【0003】
そこで、凍上防止策として、例えば約380kg/m の重量のある法枠材を配設する方法が採られている。この方法は凍上した地盤を法枠材の重量により復元させるもので相応の効果があるとされているが、他面、重量のある法枠材を法面の傾斜した地盤で設置する工事は危険が伴うし、効率が悪いという問題と、一旦変形した場合の補修や改修工事の費用が嵩むという問題がある。
【0004】
このため、取り扱い易い重量に成形した法枠材を先端を突き合わせて格子状に配設し、先端面により囲繞して形成される空間の中心に鉄筋を約1m地盤に埋設して立設し、この鉄筋に各法枠材に設けてある針金を係着した後該空間にコンクリートを充填することにより法枠体を構成する方法が行われている。
【0005】
【発明が解決しようとする課題】
しかし、上述した方法は凍上対策を特に考慮して構成したものではないため、凍上力により法枠体が変形して破損することは避けられないし、破損した場合には部分的な補修や改修を行って対応しているのが現状であるが、維持費や補修費が嵩むという問題がある。
【0006】
本発明は上述した従来技術の諸欠点に鑑みなされたもので、凍上により隆起する地盤が法枠体に与える影響を可及的に抑制し、また法枠材に働く凍上力は吸収すると共に復元力を常時働かすことにより、法枠体が凍上力により変形するのを防止するようにしたものであり、法面の土砂崩落の防止や、補修或は改修工事を少なくすることにより維持費や補修費等を節減することができる凍上による法枠体の変形回復装置を提供することを目的とする。
【0007】
【課題を解決するための手段】
上述した課題を解決するために構成された本発明の手段は、地盤上に配設する複数本の法枠材の先端面を対向させることにより形成される突き合せ空間内に位置し、下部側を前記地盤に埋設固着することにより地盤に立設するアンカーと、該アンカーに挿通した状態で前記地盤と複数本の法枠材の先端側との間に配設し、該アンカーに係止した不動板と、略中心に前記アンカーを挿通した状態で前記法枠材の上方に配設し、アンカーに係合手段を介して所定の高さに係止してある受圧板と、前記各法枠材に対応して胴面に縦長のガイド穴を有し、上端を該受圧板に固着した状態で前記突き合せ空間に遊嵌した筒状ガイド体と、前記法枠材の各々の両端側に設けられ、先端側が前記ガイド穴から挿嵌されて筒状ガイド体に上下方向に摺動可能に係合する係合部になった可動板と、該可動板と前記受圧板との間に挟装され、前記法枠材に押圧力を常時付勢する弾性体とからなる。
【0008】
そして、前記アンカーの少なくとも上部側に雄ねじ部を刻設し、前記受圧板は該アンカーに螺合したナットにより軸方向の変位量を調整可能にするとよい。
【0009】
【発明の実施の形態】
以下、本発明の実施の形態について詳述する。図において、1は切土して法面に成形した地盤A上に設置した法枠体で 該法枠体1は多数本のコンクリート製法枠材2、2、・・・を先端面2Aを対向させた状態で略格子状に配設することにより構成してある。ここで、該各法枠材2は既存のもので、断面四角形の長尺の角材の両先端面2A、2Aは湾曲面に形成し、先端側の外面を略く字状に突出した膨出部2B、2Bに形成してあり、上面には長手方向に沿って凹溝2Cが形成してある。そして、4本の法枠材2、2、・・の先端面2A、2A、・・を対向して配設することによって、法枠体1には略円形の多数の突き合わせ空間3、3、・・・が形成されている。
【0010】
11は、前記突き合せ空間3内に位置して略中間から下部側11Aを地盤Aに埋設し、上部側11Bを地盤Aから突出させて立設した棒鋼からなるアンカーを示す。該アンカー11は全周面に雄ねじ部12Cが刻設してあり、下部側11Aは地盤Aに穿設した掘穴A にセメントミルク12を充填することにより、地盤Aとセメントミルク12の付着力によって強固に固着されている。
【0011】
13は一部の法枠材1に加わる部分的な凍上力Pを面で受承する不動板を示し、該不動板13は略中心にアンカー11を挿通する通し穴13Aを穿設した円形の鋼板からなっている。そして、不動板13は、先端面2Aを対向させて地盤A上に十字状に配設した4本の法枠材2、2、・・の先端側と地盤Aとの間に配設してあり、アンカー11に螺合したナット14により座金15を介して地盤A上に定着させてある。これにより、いずれかの法枠材2の先端側に凍上力Pが作用するような場合でも不動板13の面で受承することにより、凍上力Pが法枠体1の全体に影響するのを抑制することができる。
【0012】
16は凍上力Pに抗して押圧するための受圧板を示す。該受圧板16は略四角形の基板部16Aから四方に略四角形の張出し部16B、16B、・・を突出して平面略十字状に成形し、基板部16Aの略中心にアンカー11を挿通する挿通穴16Cを穿設した平鋼板からなっており、各張出し部16Bの下面には円環状の上側ばね止め17が固着してある。上述の構成からなる受圧板16はアンカー11に挿通した状態でナット18を締めることにより所定の位置で軸方向の変位が規制されている。なお、ナット18を正逆方向に螺回することにより、受圧板16を所望の高さに調整することができる。
【0013】
19は上端を前記受圧板16の基板部16Aに固着することにより突き合せ空間3に遊嵌した鋼板からなる筒状ガイド体で、該筒状ガイド体19の胴部19Aには各法枠材2に対応して4個の縦長のガイド穴19B、19B、・・が周方向に離間して形成してある。
【0014】
次に、20、20、・・は各法枠材2の先端側に嵌着することにより法枠材2と一体に挙動する可動体を示す。該各可動体20は法枠材2に上方から嵌合する略冂状の嵌着部20Aと、筒状ガイド体19のガイド穴19Bに遊嵌する横幅の平板からなり、該嵌着部20Aに一体に形成されて法枠材2の先端面2Aより前方に突出する連結部20Bと、ガイド穴19Bより幅広の湾曲状横長片からなり、該連結部20Bの先端から起立する係合部20Cとを鋼板を用いて一体に形成したものからなり、嵌着部20Aの上面には前記上側ばね止め17に対向して下側ばね止め21が固着してある。
【0015】
上述の構成からなる可動体20は、係合部20Cをガイド穴19Bから筒状ガイド体19内に嵌入し、筒状ガイド体19の内面に沿って上下方向に摺動可能な状態に係合させてある。また、法枠材2の先端側は膨出部2B、2Bになっているから、法枠材2に嵌合した嵌着部20Aは法枠材2が横ずれして横方向の引っ張り力が作用しても法枠材2から抜け外れることがなく一体に挙動することができる。
【0016】
22、22、・・は受圧板16と各可動板20との間に挟装した圧縮ばねからなる押圧ばねを示し、該各押圧ばね22は防食のために樹脂コーティングを施してある。そして、各押圧ばね22は、上下の両端側を上側ばね止め17と下側ばね止め21に嵌合して張設することにより、ばね力Fを可動板20に常時付勢している。
【0017】
本実施の形態に係る凍上による法枠体の変形回復装置は上述の構成からなるが、先ず該装置を設置する施工手順について説明する。切土して成形した法面の地盤A上に、設置する法枠体1の各法枠材2を格子状をなすように所定の位置に配置する。次に、各法枠材2の対向した先端面2A、2A、・・により形成される突き合わせ空間3の位置決めを行い、地盤Aを掘削して掘穴A を形成する。そして、該掘穴A の中心に支柱11の下部側11Aを挿入し、周囲にセメントミルク12を充填して支柱11を地盤Aに対して強固に固着させる。なお、アンカー11は、外周面に刻設してある雄ねじ部11Cにセメントミルク12が密着することにより、強い引き抜き耐力を有することができる。
【0018】
次に、アンカー11を中心にして法枠材2を先端面2Aを対向させた状態で略十字状に配置し、地盤Aから上方に突出するアンカー11の上部側11Bに受圧板16を嵌装し、筒状ガイド体19を突き合わせ空間3に挿嵌する。そして、筒状ガイド体19の各ガイド穴19Bに可動板20の係合部20Cを嵌入して係合させ、嵌着部20Aを法枠材2の膨出部2Aの手前の位置に上方から嵌合する。しかる後、可動板20と受圧板16との間に押圧ばね22、22、・・を挟装し、アンカー11にナット17を螺回して受圧板16を下降させることにより可動板20を介して法枠材2に押圧ばね22のばね力Fを所望の力で作用させた状態にする。
【0019】
上述の如くして地盤A上に設置した凍上による法枠体の変形回復装置によって、地盤Aの凍上により法枠体1が変形するのを防止する作用について説明する。外気温が低下して地盤Aの表面側が凍結すると、地盤Aが隆起する凍上力Pによって法枠材2及び受圧板13を押し上げるが、受圧板13をナット14を介して地盤Aに圧接しているアンカー11は、下部側11Aがセメントミルク13を介して地盤Aに固着することにより引張り耐力Tpaが作用しているから、受圧板13の浮上を可及的に抑制することができる。
【0020】
また、法枠材2の各々は互いに固定した状態にはなく、可動体20を介して筒状ガイド体19に独立して上下方向に変位可能に係合させてあるから、地盤Aの状態によって各法枠材2が上下方向或は横方向に異なる変位量で変動しても他の法枠材2への応力伝達は殆どなく、法枠体1の全体が変形してしまうのを防止することができる。
【0021】
更に、地盤Aに下部側11Aを埋設固定して引っ張り耐力Tpaを作用させることにより強固に立設したアンカー11に受圧板16を設け、法枠材2に嵌着した可動体20との間に押圧ばね22を挟装することにより、押圧ばね22は法枠材2に作用する凍上力Pを吸収し、かつ法枠材2に対して押圧力Fを常時付勢しているから浮上する法枠材2を当初の状態に復帰させることができ、凍上による法枠体1の変形を回復することができる。
【0022】
なお、実施の形態ではコイルばねからなる押圧ばね22を弾性体として用いたが、弾性力と耐低温性のあるゴムや軟質合成樹脂を柱状に成形したものを用いてもよい。
【0023】
【発明の効果】
本発明は以上詳述した如く構成したから、下記の諸効果を奏する。
(1)地盤に埋設固着したアンカーに係止した不動板により地盤の凍上を可及的に抑制して法枠材への影響を極力小さくし、更に法枠材を浮上させる凍上力はアンカーに係止した受圧板と法枠材との間に挟装した押圧ばねにより吸収すると共に、復元力を働かすようにしたから、凍上力による法枠体の変形や崩壊を可及的に防止することができる。
(2)法枠材の各々は可動体を介して筒状ガイド体に上下方向に変位可能に係合した構成にしたから、凍上力を受けた法枠材のみが筒状ガイド体に支持された状態で上下方向に変位するが、横ずれは防止するようにしたから、法枠体が変形して破損してしまうのを防止することができる。
(3)凍上力により浮上した法枠材は押圧ばねにより復元する方向に付勢してあるから、気温の上昇により凍上力が消滅した場合には法枠体を当初の位置に復帰させて法枠体を本来の形態に回復させることができる。
(4)本発明の凍上による法枠体の変形回復装置は、個々の法枠材自体は変位、変動しながらも法枠体当初の形態に復帰する構成にしたから、一旦変位、変形すると元の形態にも戻ることのできない従来技術の法枠体と比較して、設置年数を各段に延長することができる。
(5)法枠体が凍上により変形する事態を抑制できるから、法面の土砂崩落を防止することができるし、補修或は改修工事を少なくすることができることから管理費・維持費を節減することができる。
(6)本発明の凍上による法枠体の変形回復装置は、法枠材に可動体を嵌着可能であれば既存の法枠体に組み込んで使用できるから、法面の土砂崩落防止工事に要する費用を大幅に削減することができる。
(7)アンカーの少なくとも上部側に雄ねじ部を刻設し、受圧板は該アンカーに螺合したナットにより軸方向に変位可能にして押圧ばねのばね力を調整するようにしたから、地盤の地質により異なる凍上力に応じたばね力に設定することが可能であり、法枠体の変形を効果的に防止することができる。
【図面の簡単な説明】
【図1】本発明の実施の形態に係る凍上による法枠体の変形回復装置を法枠体に組み込んだ平面図である。
【図2】法枠材の斜視図である。
【図3】図1中のIII−III矢示方向拡大断面図である。
【図4】図1中のIV−IV矢示方向拡大断面図である。
【図5】筒状ガイド体と可動板の係合状態を示す要部斜視図である。
【図6】地盤の凍上力とこれに対する凍上による法枠体の変形回復装置の作用を示す説明図である。
【符号の説明】
1 法枠体
2 法枠材
2A 先端面
3 突き合わせ空間
11 アンカー
11C 雄ねじ部
13 不動板
16 受圧板
18 ナット
19 筒状ガイド体
19B ガイド穴
20 可動板
20C 係合部
22 押圧ばね
A 地盤
[0001]
BACKGROUND OF THE INVENTION
The present invention relates to an apparatus for recovering deformation of a frame by freezing to prevent the frame installed on the slope from partially rising and deforming due to freezing of the ground, and finally breaking.
[0002]
[Prior art]
In order to prevent landslides, the cut slope has been installed with a frame made by connecting concrete frame members made of concrete in a grid pattern, but the ground that forms the cut slope is In cold regions, the so-called frost heaving phenomenon occurs when the ground surface freezes as the temperature decreases in the cold region due to the water content and soil quality in the ground, and the phenomenon of sinking due to its own weight occurs as the temperature increases. For this reason, since the frost heaving force which pushes up acts on the method frame body installed on the ground, there is a problem that the method frame body gradually deforms and collapses over time as the ground rises and sinks. Moreover, even if it does not collapse, there is also a problem that some legal frame materials have floated from the ground and cannot prevent the collapse of earth and sand effectively.
[0003]
Therefore, as a measure for preventing freezing, a method of arranging a frame material having a weight of, for example, about 380 kg / m 2 is employed. This method restores the frozen ground by the weight of the legal frame material, and is said to have a corresponding effect, but it is dangerous to install the other side, a heavy legal frame material on the sloped ground surface. In addition, there is a problem that the efficiency is low, and there is a problem that the cost of repair and repair work once deformed increases.
[0004]
For this reason, the frame material molded into a weight that is easy to handle is arranged in a lattice shape with its tip abutted, and a reinforcing bar is embedded in the ground in the center of the space formed by being surrounded by the tip surface, standing upright, A method of constructing a frame body by attaching a wire provided on each frame material to the reinforcing bars and then filling the space with concrete is performed.
[0005]
[Problems to be solved by the invention]
However, the above-mentioned method is not constructed with special consideration for frost heave measures, so it is inevitable that the legal frame will be deformed and damaged by the frost heaving force. Although the current situation is to go, there is a problem that maintenance costs and repair costs increase.
[0006]
The present invention has been made in view of the above-mentioned disadvantages of the prior art, and suppresses as much as possible the influence of the ground rising due to frost heaving on the frame, and the frost heaving force acting on the frame is absorbed and restored. By constantly working the force, the frame was prevented from being deformed by frost heaving force, and the maintenance costs and repairs were reduced by preventing slope collapse and reducing repair or renovation work. An object of the present invention is to provide an apparatus for recovering deformation of a legal frame by freezing that can save costs and the like.
[0007]
[Means for Solving the Problems]
The means of the present invention configured to solve the above-described problem is located in a butt space formed by making the front end surfaces of a plurality of frame members arranged on the ground face each other. Is anchored to the ground by being anchored to the ground and disposed between the ground and the tip side of a plurality of frame members in a state of being inserted through the anchor. A stationary plate, a pressure receiving plate disposed above the method frame member in a state where the anchor is inserted substantially in the center, and locked to a predetermined height via an engagement means; A cylindrical guide body having a vertically long guide hole on the body surface corresponding to the frame material and loosely fitted in the abutting space with the upper end fixed to the pressure receiving plate, and both end sides of each of the normal frame materials The tip end side is inserted through the guide hole and can be slid up and down on the cylindrical guide body. A movable plate became engaging portion for engagement, it is sandwiched between the movable plate and the pressure receiving plate, and a resilient member for constantly urging the pressing force to the method frame member.
[0008]
Then, it is preferable that a male threaded portion is formed at least on the upper side of the anchor, and the pressure receiving plate can be adjusted in the axial displacement amount by a nut screwed to the anchor.
[0009]
DETAILED DESCRIPTION OF THE INVENTION
Hereinafter, embodiments of the present invention will be described in detail. In the figure, reference numeral 1 denotes a frame body placed on the ground A which is cut and formed on a slope surface. The frame body 1 has a large number of concrete frame materials 2, 2,. In this state, they are arranged in a substantially lattice shape. Here, each frame member 2 is an existing one, and both end surfaces 2A, 2A of a long square member having a rectangular cross section are formed in a curved surface, and a bulge projecting from the outer surface on the front end side in a substantially letter shape. It is formed in the parts 2B and 2B, and a concave groove 2C is formed on the upper surface along the longitudinal direction. Then, by disposing the front end surfaces 2A, 2A,... Of the four method frame members 2, 2,... Facing each other, the method frame body 1 has a large number of substantially circular butting spaces 3, 3,. ... are formed.
[0010]
Reference numeral 11 denotes an anchor made of a steel bar which is located in the butt space 3 and is erected from the middle with the lower side 11A embedded in the ground A and the upper side 11B protruding from the ground A. The anchor 11 is Yes externally threaded portion 12C to the entire peripheral surface is engraved, the lower side 11A by filling the cement milk 12 to Juana A 1 bored into the ground A, with the ground A and cement milk 12 It is firmly fixed by the adhesion.
[0011]
Reference numeral 13 denotes a stationary plate that receives a partial frost heaving force P applied to a part of the frame material 1 by a surface, and the stationary plate 13 is a circular shape having a through hole 13A through which the anchor 11 is inserted at substantially the center. It consists of a steel plate. The stationary plate 13 is disposed between the tip side of the four frame members 2, 2,... Arranged in a cross shape on the ground A with the tip surface 2A facing each other and the ground A. Yes, it is fixed on the ground A through a washer 15 by a nut 14 screwed into the anchor 11. As a result, even when the frost heaving force P acts on the front end side of any of the frame members 2, the frost heap force P affects the entire frame 1 by receiving it on the surface of the stationary plate 13. Can be suppressed.
[0012]
Reference numeral 16 denotes a pressure receiving plate for pressing against the frost heave force P. The pressure receiving plate 16 protrudes from the substantially square base plate portion 16A in four directions to form a substantially square protruding portion 16B, 16B,... It consists of a flat steel plate with 16C drilled, and an annular upper spring stopper 17 is fixed to the lower surface of each overhanging portion 16B. The pressure receiving plate 16 having the above-described configuration is restricted in axial displacement at a predetermined position by tightening the nut 18 while being inserted into the anchor 11. The pressure receiving plate 16 can be adjusted to a desired height by screwing the nut 18 in the forward and reverse directions.
[0013]
Reference numeral 19 denotes a cylindrical guide body made of a steel plate loosely fitted in the butt space 3 by fixing its upper end to the base plate portion 16A of the pressure receiving plate 16, and each frame member 19A of the cylindrical guide body 19 is provided with each frame material. Corresponding to 2, four vertically long guide holes 19B, 19B,... Are formed spaced apart in the circumferential direction.
[0014]
Next, 20, 20,... Indicate movable bodies that behave integrally with the legal frame member 2 by being fitted to the distal end side of the respective legal frame members 2. Each movable body 20 includes a substantially bowl-shaped fitting portion 20A that is fitted to the frame member 2 from above, and a horizontal flat plate that is loosely fitted in the guide hole 19B of the cylindrical guide body 19, and the fitting portion 20A. The engaging portion 20C is formed integrally with the connecting portion 20B protruding forward from the front end surface 2A of the frame member 2 and the curved horizontally long piece wider than the guide hole 19B. The engaging portion 20C rises from the front end of the connecting portion 20B. Are integrally formed using a steel plate, and a lower spring stopper 21 is fixed to the upper surface of the fitting portion 20A so as to face the upper spring stopper 17.
[0015]
The movable body 20 having the above-described configuration is engaged with the engaging portion 20C inserted into the cylindrical guide body 19 from the guide hole 19B and slidable in the vertical direction along the inner surface of the cylindrical guide body 19. I'm allowed. Further, since the front end side of the frame member 2 is bulged portions 2B and 2B, the fitting portion 20A fitted to the frame member 2 is displaced laterally and a lateral tensile force acts. Even if it does not come off from the frame material 2, it can behave integrally.
[0016]
22, 22,... Indicate pressing springs composed of compression springs sandwiched between the pressure receiving plate 16 and each movable plate 20, and each pressing spring 22 is coated with a resin for corrosion protection. Each pressing spring 22 is always biased to the movable plate 20 by engaging and tensioning the upper and lower ends thereof with the upper spring stopper 17 and the lower spring stopper 21.
[0017]
Although the deformation recovery device for the frame by frosting according to the present embodiment has the above-described configuration, a construction procedure for installing the device will be described first. On the ground surface A of the slope which is cut and formed, each frame member 2 of the frame body 1 to be installed is arranged at a predetermined position so as to form a lattice shape. Then, the opposed front end surfaces 2A of the modulo frame member 2, 2A, performs positioning of the butt space 3 is formed by ... to form Juana A 1 to excavate the ground A. Then, insert the bottom side 11A of the pillar 11 to the center of該掘holes A 1, it is firmly fixed to the strut 11 by filling the cement milk 12 around relative to ground A. The anchor 11 can have a strong pulling strength when the cement milk 12 is in close contact with the male screw portion 11C engraved on the outer peripheral surface.
[0018]
Next, the frame material 2 is arranged in a substantially cross shape with the distal end surface 2A facing the anchor 11 as a center, and the pressure receiving plate 16 is fitted to the upper side 11B of the anchor 11 protruding upward from the ground A. Then, the cylindrical guide body 19 is inserted into the butt space 3. Then, the engaging portions 20C of the movable plate 20 are fitted and engaged in the respective guide holes 19B of the cylindrical guide body 19, and the fitting portion 20A is moved from above to a position in front of the bulging portion 2A of the frame member 2. Mating. After that, pressing springs 22, 22,... Are sandwiched between the movable plate 20 and the pressure receiving plate 16, and the pressure receiving plate 16 is lowered by screwing the nut 17 around the anchor 11 to move the pressure receiving plate 16 through the movable plate 20. A spring force F of the pressing spring 22 is applied to the frame member 2 with a desired force.
[0019]
The action of preventing the deformation of the frame 1 due to the frosting of the ground A by the frost heave deformation recovery device installed on the ground A as described above will be described. When the outside air temperature drops and the surface side of the ground A freezes, the frame material 2 and the pressure receiving plate 13 are pushed up by the frost heaving force P that the ground A rises, but the pressure receiving plate 13 is pressed against the ground A via the nut 14. Since the anchor 11 has the lower side 11A fixed to the ground A via the cement milk 13, the tensile strength Tpa acts, so that the pressure receiving plate 13 can be prevented from rising as much as possible.
[0020]
Further, each of the frame members 2 is not fixed to each other but is engaged with the cylindrical guide body 19 via the movable body 20 so as to be displaceable in the vertical direction. Even if each method frame member 2 fluctuates by a different amount of displacement in the vertical direction or the horizontal direction, there is almost no stress transmission to the other method frame members 2, and the entire method frame member 1 is prevented from being deformed. be able to.
[0021]
Further, a pressure receiving plate 16 is provided on the anchor 11 which is firmly erected by embedding and fixing the lower side 11 </ b> A to the ground A and applying a tensile strength Tpa, and between the movable body 20 fitted to the frame member 2. By sandwiching the pressing spring 22, the pressing spring 22 absorbs the frost heaving force P acting on the method frame material 2, and the pressing force F is constantly urged against the method frame material 2, so that it rises. The frame member 2 can be returned to the initial state, and the deformation of the legal frame body 1 due to frost heave can be recovered.
[0022]
In the embodiment, the pressing spring 22 made of a coil spring is used as an elastic body. However, a rubber or soft synthetic resin having elastic force and low temperature resistance may be used.
[0023]
【The invention's effect】
Since the present invention is configured as described in detail above, the following effects can be obtained.
(1) The stationary plate anchored to the anchor that is embedded in the ground suppresses the frost heaving as much as possible to minimize the effect on the frame material. Absorbed by the pressure spring sandwiched between the locked pressure plate and the frame material, and the restoring force is applied, so that deformation and collapse of the frame body due to frost heaving force is prevented as much as possible. Can do.
(2) Since each of the frame members is engaged with the cylindrical guide body through the movable body so as to be vertically displaceable, only the frame member that has received the frost heaving force is supported by the cylindrical guide body. In this state, it is displaced in the vertical direction, but the lateral displacement is prevented, so that it is possible to prevent the frame member from being deformed and damaged.
(3) Since the legal frame material that has floated due to the frost heaving force is urged in the direction to be restored by the pressure spring, if the frost heaving force disappears due to an increase in temperature, the legal frame body is returned to its original position. The frame can be restored to its original form.
(4) The method and apparatus for recovering deformation of a legal frame by freezing according to the present invention is configured to return to the original shape of the legal frame body while the individual legal frame materials themselves are displaced and varied. The installation years can be extended to each stage as compared with the prior art frame that cannot return to the form.
(5) Since the situation where the law frame is deformed due to frost heave can be suppressed, the slope can be prevented from collapsing, and the repair or renovation work can be reduced, thereby reducing administrative and maintenance costs. be able to.
(6) Since the deformation recovery device for a framing body by freezing according to the present invention can be used by incorporating it into an existing framing body as long as a movable body can be fitted to the framing material, it can be used for construction work to prevent landslides on the slope. Costs required can be greatly reduced.
(7) Since the male threaded portion is engraved on at least the upper side of the anchor, and the pressure receiving plate can be displaced in the axial direction by a nut screwed to the anchor to adjust the spring force of the pressure spring, the geology of the ground Therefore, it is possible to set the spring force according to the different frost heaving force, and the deformation of the frame can be effectively prevented.
[Brief description of the drawings]
FIG. 1 is a plan view in which a method for recovering deformation of a frame by frosting according to an embodiment of the present invention is incorporated in the frame.
FIG. 2 is a perspective view of a frame material.
3 is an enlarged cross-sectional view in the direction of arrows III-III in FIG.
4 is an enlarged cross-sectional view in the direction of arrows IV-IV in FIG.
FIG. 5 is a main part perspective view showing an engaged state between a cylindrical guide body and a movable plate.
FIG. 6 is an explanatory view showing the frost heaving force of the ground and the action of the deformation recovery device for the frame by frost heaving.
[Explanation of symbols]
DESCRIPTION OF SYMBOLS 1 Method frame body 2 Method frame material 2A Tip surface 3 Butting space 11 Anchor 11C Male thread part 13 Immobilization plate 16 Pressure receiving plate 18 Nut 19 Cylindrical guide body 19B Guide hole 20 Movable plate 20C Engagement part 22 Pressing spring A Ground

Claims (2)

地盤上に配設する複数本の法枠材の先端面を対向させることにより形成される突き合せ空間内に位置し、下部側を前記地盤に埋設固着することにより地盤に立設するアンカーと、該アンカーに挿通した状態で前記地盤と複数本の法枠材の先端側との間に配設し、該アンカーに係止した不動板と、略中心に前記アンカーを挿通した状態で前記法枠材の上方に配設し、アンカーに係合手段を介して所定の高さに係止してある受圧板と、前記各法枠材に対応して胴面に縦長のガイド穴を有し、上端を該受圧板に固着した状態で前記突き合せ空間に遊嵌した筒状ガイド体と、前記法枠材の各々の両端側に設けられ、先端側が前記ガイド穴から挿嵌されて筒状ガイド体に上下方向に摺動可能に係合する係合部になった可動板と、該可動板と前記受圧板との間に挟装され、前記法枠材に押圧力を常時付勢する弾性体とから構成してなる凍上による法枠体の変形回復装置。An anchor that is positioned in the abutting space formed by facing the front end surfaces of a plurality of frame members disposed on the ground, and is erected on the ground by fixing the lower side to the ground; and The fixed frame is disposed between the ground and the front end side of a plurality of frame members in a state of being inserted through the anchor, and the frame is fixed to the anchor, and the frame is inserted through the anchor at substantially the center. A pressure receiving plate disposed above the material and locked to a predetermined height via an engagement means on the anchor, and a longitudinally long guide hole on the body surface corresponding to each of the above-mentioned frame materials, Cylindrical guide bodies loosely fitted in the abutting space with the upper end fixed to the pressure receiving plate and the both ends of the method frame member, and the distal end side is inserted from the guide hole and is inserted into the cylindrical guide. A movable plate that is an engaging portion that is slidably engaged with the body in the vertical direction, the movable plate, and the pressure receiving plate; Is sandwiched between, formed by composed of an elastic body that constantly urges the pressing force to the method frame member heaving deformation recovery device law frame by. 前記アンカーの少なくとも上部側に雄ねじ部を刻設し、前記受圧板は該アンカーに螺合したナットにより軸方向の変位量を調整可能にしてあることを特徴とする請求項1記載の凍上による法枠体の変形回復装置。2. The method according to claim 1, wherein a male screw portion is formed on at least an upper side of the anchor, and the pressure receiving plate is adjustable in an axial displacement amount by a nut screwed to the anchor. Frame deformation recovery device.
JP2003187547A 2003-06-30 2003-06-30 Legal frame deformation recovery device by freezing. Expired - Fee Related JP4085411B2 (en)

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Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2013047413A (en) * 2011-08-29 2013-03-07 Yuji Arahama Pressure plate
KR101600750B1 (en) * 2015-06-12 2016-03-07 조선대학교산학협력단 Anchor apparatus for relaxation of tension members supplement
CN112942389A (en) * 2021-02-07 2021-06-11 四川华佑天成科技有限公司 A shock attenuation energy dissipation component for stock frame roof beam and stock system thereof
CN112962631A (en) * 2021-02-07 2021-06-15 四川华佑天成科技有限公司 Slope reinforcement system and reinforcement method thereof

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR102147059B1 (en) * 2019-10-31 2020-08-24 (주)한국락웍기술 Steel structure supporting assembly and breast wall construction method using thereof

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2013047413A (en) * 2011-08-29 2013-03-07 Yuji Arahama Pressure plate
KR101600750B1 (en) * 2015-06-12 2016-03-07 조선대학교산학협력단 Anchor apparatus for relaxation of tension members supplement
CN112942389A (en) * 2021-02-07 2021-06-11 四川华佑天成科技有限公司 A shock attenuation energy dissipation component for stock frame roof beam and stock system thereof
CN112962631A (en) * 2021-02-07 2021-06-15 四川华佑天成科技有限公司 Slope reinforcement system and reinforcement method thereof

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