JP5902453B2 - Natural mountain reinforcement bag - Google Patents

Natural mountain reinforcement bag Download PDF

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JP5902453B2
JP5902453B2 JP2011263962A JP2011263962A JP5902453B2 JP 5902453 B2 JP5902453 B2 JP 5902453B2 JP 2011263962 A JP2011263962 A JP 2011263962A JP 2011263962 A JP2011263962 A JP 2011263962A JP 5902453 B2 JP5902453 B2 JP 5902453B2
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side sleeve
core material
bag
bag body
core
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JP2013117096A (en
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山本 彰
山本  彰
雄宣 稲川
雄宣 稲川
安之 滝田
安之 滝田
淳一 山崎
淳一 山崎
裕久 谷室
裕久 谷室
▲からさき▼ 和孝
和孝 ▲からさき▼
正博 倉田
正博 倉田
敦 那須
敦 那須
伸敏 清水
伸敏 清水
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Ashimori Industry Co Ltd
Obayashi Corp
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Obayashi Corp
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本発明は、主として地山を補強する際に用いられる地山補強用袋体に関する。   The present invention relates to a natural ground reinforcing bag used mainly for reinforcing natural ground.

グランドアンカー工法は、法面に配置された法枠等の法面構造体と該法面の背後に拡がる地山に定着されたアンカーとを引張材を介して相互連結するとともに該引張材に緊張力を導入するものであって、引張材に導入された緊張力が法面構造体を介して法面に作用して地山のせん断抵抗が大きくなり、その崩壊を未然に防止することが可能となる。   In the ground anchor method, a slope structure such as a slope frame arranged on a slope and an anchor fixed on a ground extending behind the slope are interconnected via a tension member and tension is applied to the tension member. The tension force introduced into the tensile material acts on the slope via the slope structure, increasing the shear resistance of the natural ground and preventing its collapse in advance. It becomes.

これに対し、ネイリング工法は、芯材である鉄筋を地山に差し込んでその周囲と地山との間にグラウト材を充填するものであって、鉄筋をその全長にわたって地山に定着することで、地山が動き出そうとするときの変形が鉄筋のせん断、曲げあるいは引張剛性で拘束されるものであり、グランドアンカー工法と同様、法面の崩落を防止しその安定化を図ることができる。   On the other hand, the nailing method is to insert a reinforcing bar as a core material into a natural ground and fill the grout material between its surroundings and the natural ground, and fix the reinforcing bar to the natural ground over its entire length. The deformation when the natural ground is about to move is constrained by the shearing, bending or tensile rigidity of the reinforcing bars, and the slope can be prevented from falling and stabilized as in the case of the ground anchor method.

一方、芯材とそれを取り囲むように配置された袋体とを、地山に先行形成された補強材挿入孔に挿入し、しかる後、袋体の周面が補強材挿入孔の内面に当接するように該袋体にグラウト材を加圧注入する工法が知られている(特許文献1)。   On the other hand, the core material and the bag body arranged so as to surround the core material are inserted into the reinforcing material insertion hole formed in advance in the ground, and then the circumferential surface of the bag body contacts the inner surface of the reinforcing material insertion hole. A construction method is known in which a grout material is pressure-injected into the bag so as to come into contact with the bag (Patent Document 1).

かかる工法においては、袋体は、グラウト注入による膨張に伴い、補強材挿入孔を押し拡げるように周面が削孔内面に当接するので、グラウト材が固化した後は、周辺地山と強固に一体化する。   In such a construction method, the circumferential surface of the bag body comes into contact with the inner surface of the drilling hole so as to expand the reinforcing material insertion hole as the grout is inflated by injecting the grout. Integrate.

すなわち、同工法は、芯材全長にわたる地山への定着力に、袋体の押し拡げ作用による定着力が加わった形で地山の変形を拘束するものであって、ハイスペックネイリング(登録商標)の名称でもわかる通り、従前のネイリング工法よりも定着力が格段に優れたあらたな工法として大いに期待されている。   In other words, this method constrains deformation of the natural ground in the form of fixing force to the natural ground over the entire length of the core material plus the fixing force due to the expansion of the bag body. As you can see from the name of), it is highly expected as a new construction method with much better fixing power than the conventional nailing method.

特開2006−188845号公報JP 2006-188845 A 特開2009−191582号公報JP 2009-191582 A

上述した袋体を芯材に取り付けるにあたっては、チューブ状に形成された袋体に芯材を挿通した上、該袋体の両端を絞って芯材に固定するが、加圧注入されたグラウト材が袋体の両端と芯材との間から漏出すると、袋体を膨張させることができず、結果として補強材挿入孔を押し拡げることができなくなる。   In attaching the bag body to the core material, the core material is inserted into the tube-shaped bag body, and both ends of the bag body are squeezed and fixed to the core material. If the leakage occurs from between the both ends of the bag body and the core material, the bag body cannot be expanded, and as a result, the reinforcing material insertion hole cannot be expanded.

そのため、従来においては、鋼製の拘束バンドや番線で袋体の端部周縁近傍を芯材にしっかりと縛り付けることで、両者の水密性を確保していた(特許文献2)。   Therefore, conventionally, the water tightness of both was ensured by tightly binding the vicinity of the edge of the end of the bag body to the core with a steel restraining band or wire (Patent Document 2).

しかしながら、袋体の押し拡げ作用による地山への定着力を高めるべく、袋体内のグラウト圧を大きくすると、袋体の内圧上昇に伴って、袋体の端部周縁近傍を縛っていた拘束バンドや番線が緩み、結束箇所が芯材の材軸方向にずれたり、袋体が損傷したりするおそれがあるという問題を生じていた。   However, if the grout pressure in the bag body is increased in order to increase the fixing force to the natural ground due to the spreading action of the bag body, the restraint band that has bound the vicinity of the edge of the bag body as the internal pressure of the bag body increases. As a result, there is a problem that the wire and the wire are loosened and the binding portion may be displaced in the axial direction of the core material or the bag body may be damaged.

かかる問題は、緩みが生じた箇所や損傷箇所からグラウト材が漏出し、注入圧が低下して袋体を予定通りに膨張させることができないという事態を招く。   Such a problem leads to a situation in which the grout material leaks from the place where the looseness occurs or the damaged place, the injection pressure decreases, and the bag body cannot be expanded as planned.

本発明は、上述した事情を考慮してなされたもので、袋体の内圧が大きくなっても袋体端部からのグラウト材の漏出を防止可能な地山補強用袋体を提供することを目的とする。   The present invention has been made in consideration of the above-described circumstances, and provides a ground reinforcement bag body capable of preventing leakage of grout material from the end portion of the bag body even when the internal pressure of the bag body increases. Objective.

上記目的を達成するため、本発明に係る地山補強用袋体は請求項1に記載したように、芯材が挿通配置できるようにチューブ状に形成され端部が前記芯材に固定されることで内部空間にグラウト材を注入できるようになっている地山補強用袋体において、
袋本体と該袋本体の端部に取り付けられた固定部材とで構成するとともに該固定部材を前記袋本体の端部周縁が外周面に当接される袋側スリーブと該袋側スリーブとの間に前記袋本体の端部周縁を狭着するかしめ部材とで構成し、前記袋側スリーブを、その内側に前記芯材が挿通できるように構成し、前記芯材が挿通され該芯材に固着される芯材側スリーブを備えるとともに、該芯材側スリーブに前記袋側スリーブを同軸かつ着脱自在に取り付けることができるように、前記芯材側スリーブの外周面に形成された雄ネジに螺合される雌ネジを前記袋側スリーブの内周面に形成したものである。
In order to achieve the above-mentioned object, the ground pile reinforcing bag according to the present invention is formed in a tube shape so that the core material can be inserted and disposed, and the end portion is fixed to the core material. In the ground reinforcement bag that can inject grout material into the internal space,
The bag body includes a bag body and a fixing member attached to the end of the bag body, and the fixing member is disposed between the bag side sleeve and the bag side sleeve where the peripheral edge of the end of the bag body is in contact with the outer peripheral surface. And a caulking member for tightly attaching the peripheral edge of the end portion of the bag body, and the bag side sleeve is configured so that the core material can be inserted into the inner side thereof, and the core material is inserted and fixed to the core material. A core-side sleeve that is threadedly engaged with a male screw formed on the outer peripheral surface of the core-side sleeve so that the bag-side sleeve can be coaxially and detachably attached to the core-side sleeve. The female screw is formed on the inner peripheral surface of the bag-side sleeve .

また、本発明に係る地山補強用袋体は、前記袋側スリーブの移動を制限する移動制限部を前記芯材側スリーブに突設したものである。   Moreover, the ground pile reinforcing bag according to the present invention has a movement restricting portion for restricting movement of the bag side sleeve protruding from the core side sleeve.

また、本発明に係る地山補強用袋体は請求項3に記載したように、芯材が挿通配置できるようにチューブ状に形成され端部が前記芯材に固定されることで内部空間にグラウト材を注入できるようになっている地山補強用袋体において、
袋本体と該袋本体の端部に取り付けられた固定部材とで構成するとともに該固定部材を前記袋本体の端部周縁が外周面に当接される袋側スリーブと該袋側スリーブとの間に前記袋本体の端部周縁を狭着するかしめ部材とで構成し、前記袋側スリーブを、その内側に前記芯材が挿通できるように構成し、前記芯材が挿通され該芯材に固着される芯材側スリーブを備えるとともに、該芯材側スリーブに前記袋側スリーブを同軸かつ着脱自在に取り付けることができるように、前記芯材側スリーブの一端に形成された雄ネジに螺合され前記袋側スリーブの移動を制限する移動制限部材を備えるとともに、該移動制限部材に前記袋側スリーブを押圧する押圧保持部を前記芯材側スリーブの他端に突設したものである。
In addition, as described in claim 3, the ground reinforcing bag according to the present invention is formed in a tube shape so that the core material can be inserted and disposed, and the end portion is fixed to the core material so as to be in the internal space. In the ground reinforcement bag which can inject grout material,
The bag body includes a bag body and a fixing member attached to the end of the bag body, and the fixing member is disposed between the bag side sleeve and the bag side sleeve where the peripheral edge of the end of the bag body is in contact with the outer peripheral surface. And a caulking member for tightly attaching the peripheral edge of the end portion of the bag body, and the bag side sleeve is configured so that the core material can be inserted into the inner side thereof, and the core material is inserted and fixed to the core material. The core side sleeve is screwed into a male screw formed at one end of the core side sleeve so that the bag side sleeve can be coaxially and detachably attached to the core side sleeve. A movement restricting member for restricting the movement of the bag side sleeve is provided, and a pressing holding portion for pressing the bag side sleeve is protruded from the other end of the core side sleeve.

また、本発明に係る地山補強用袋体は請求項に記載したように、芯材が挿通配置できるようにチューブ状に形成され各端が前記芯材にそれぞれ固定されることで内部空間にグラウト材を注入できるようになっている地山補強用袋体において、
袋本体と、
前記芯材が挿通され該芯材に固着されるとともに外周面に雄ネジが形成された第1の芯材側スリーブと、
前記袋本体の一端周縁が外周面に当接される第1の袋側スリーブ及び該第1の袋側スリーブとの間に前記袋本体の一端周縁を狭着する第1のかしめ部材からなり、前記第1の芯材側スリーブの雄ネジに螺合される雌ネジを前記第1の袋側スリーブの内周面に形成してなる第1の固定部材と、
前記芯材が挿通され該芯材に固着されるとともに外周面に雄ネジが形成された第2の芯材側スリーブと、
前記袋本体の他端周縁が外周面に当接される第2の袋側スリーブ及び該第2の袋側スリーブとの間に前記袋本体の他端周縁を狭着する第2のかしめ部材からなり、前記第2の芯材側スリーブの雄ネジに螺合される雌ネジを前記第2の袋側スリーブの内周面に形成してなる第2の固定部材とを備え、
前記芯材の端部のうち、前記袋本体が挿入される側を挿入端部とするとともに、前記第1の芯材側スリーブ及び前記第2の芯材側スリーブのうち、前記挿入端部から離隔した位置に配置される芯材側スリーブを前記第1の芯材側スリーブ、前記挿入端部に近接した位置に配置される芯材側スリーブを前記第2の芯材側スリーブとし、前記第1の袋側スリーブをその内径が前記第2の芯材側スリーブの外径よりも大きくなるように構成したものである。
Also, the natural ground reinforcing bag according to the present invention as described in claim 4, the internal space by the core material is that each end is formed into a tube so that it can be inserted and arranged is fixed to the core material In the ground reinforcing bag body that can inject grout material into
A bag body;
A first core material side sleeve in which the core material is inserted and fixed to the core material, and an external thread is formed on the outer peripheral surface;
A first caulking member that narrows the peripheral edge of one end of the bag body between the first bag-side sleeve and the first bag-side sleeve, the peripheral edge of the bag body being in contact with the outer peripheral surface; A first fixing member formed by forming on the inner peripheral surface of the first bag-side sleeve a female screw that is screwed to the male screw of the first core-side sleeve;
A second core material side sleeve in which the core material is inserted and fixed to the core material, and an external thread is formed on the outer peripheral surface;
A second bag-side sleeve in which the peripheral edge of the other end of the bag body is in contact with the outer peripheral surface, and a second caulking member that tightly attaches the peripheral edge of the other end of the bag body to the second bag-side sleeve. And a second fixing member formed by forming a female screw to be engaged with a male screw of the second core material side sleeve on the inner peripheral surface of the second bag side sleeve,
Of the end portions of the core material, the side on which the bag body is inserted is set as an insertion end portion, and the first core material side sleeve and the second core material side sleeve from the insertion end portion. The core material side sleeve arranged at the separated position is the first core material side sleeve, the core material side sleeve arranged at the position close to the insertion end is the second core material side sleeve, and the first One bag-side sleeve is configured such that its inner diameter is larger than the outer diameter of the second core-side sleeve.

また、本発明に係る地山補強用袋体は、前記第1の芯材側スリーブの端部のうち、前記挿入端部の反対側に位置する端部に前記袋本体の移動を制限する移動制限部を突設し、又は該反対側端部に形成された雄ネジに螺合され前記袋本体の移動を制限する移動制限部材を備えたものである。   Further, the ground reinforcement bag according to the present invention is a movement that restricts the movement of the bag body to an end located on the opposite side of the insertion end of the first core side sleeve. A limiting portion is provided, or includes a movement limiting member that is screwed into a male screw formed on the opposite end to limit the movement of the bag body.

また、本発明に係る地山補強用袋体は、前記第2の芯材側スリーブの端部のうち、前記挿入端部と同じ側に位置する端部に形成された雄ネジに螺合され前記袋本体の移動を制限する移動制限部材を備えるとともに、該移動制限部材に前記第2の袋側スリーブを押圧する押圧保持部を前記第2の芯材側スリーブの他端に突設したものである。   Further, the ground pile reinforcing bag according to the present invention is screwed into a male screw formed at an end located on the same side as the insertion end of the second core side sleeve. A movement restricting member for restricting the movement of the bag body, and a pressing holding portion for pressing the second bag side sleeve projecting from the movement restricting member at the other end of the second core side sleeve It is.

また、本発明に係る地山補強用袋体は請求項に記載したように、芯材が挿通配置できるようにチューブ状に形成され各端が前記芯材にそれぞれ固定されることで内部空間にグラウト材を注入できるようになっている地山補強用袋体において、
袋本体と、
前記芯材が挿通され該芯材に固着されるとともに外周面に雄ネジが形成された第1の芯材側スリーブと、
前記袋本体の一端周縁が外周面に当接される第1の袋側スリーブ及び該第1の袋側スリーブとの間に前記袋本体の一端周縁を狭着する第1のかしめ部材からなり、前記第1の芯材側スリーブの雄ネジに螺合される雌ネジを前記第1の袋側スリーブの内周面に形成してなる第1の固定部材と、
前記芯材が挿通され該芯材に固着されるとともに外周面に雄ネジが形成された第2の芯材側スリーブと、
前記袋本体の他端周縁が外周面に当接される第2の袋側スリーブ及び該第2の袋側スリーブとの間に前記袋本体の他端周縁を狭着する第2のかしめ部材からなり、前記第2の芯材側スリーブの雄ネジに螺合される雌ネジを前記第2の袋側スリーブの内周面に形成してなる第2の固定部材とを備え、
前記第1の芯材側スリーブに形成された雄ネジ及び前記第2の芯材側スリーブに形成された雄ネジのうち、一方を右ネジ、他方を左ネジとしたものである。
Also, the natural ground reinforcing bag according to the present invention as described in claim 7, the internal space by the core material is that each end is formed into a tube so that it can be inserted and arranged is fixed to the core material In the ground reinforcing bag body that can inject grout material into
A bag body;
A first core material side sleeve in which the core material is inserted and fixed to the core material, and an external thread is formed on the outer peripheral surface;
A first caulking member that narrows the peripheral edge of one end of the bag body between the first bag-side sleeve and the first bag-side sleeve, the peripheral edge of the bag body being in contact with the outer peripheral surface; A first fixing member formed by forming on the inner peripheral surface of the first bag-side sleeve a female screw that is screwed to the male screw of the first core-side sleeve;
A second core material side sleeve in which the core material is inserted and fixed to the core material, and an external thread is formed on the outer peripheral surface;
A second bag-side sleeve in which the peripheral edge of the other end of the bag body is in contact with the outer peripheral surface, and a second caulking member that tightly attaches the peripheral edge of the other end of the bag body to the second bag-side sleeve. And a second fixing member formed by forming a female screw to be engaged with a male screw of the second core material side sleeve on the inner peripheral surface of the second bag side sleeve,
Of the male screw formed on the first core member side sleeve and the male screw formed on the second core member side sleeve, one is a right screw and the other is a left screw.

また、本発明に係る地山補強用袋体は、前記第1の芯材側スリーブの端部のうち、前記袋本体が配置される側と反対側に位置する端部に前記袋本体の移動を制限する移動制限部を突設し若しくは該端部に形成された雄ネジに螺合され前記袋本体の移動を制限する移動制限部材を備え、又は前記第2の芯材側スリーブの端部のうち、前記袋本体が配置される側と反対側に位置する端部に前記袋本体の移動を制限する移動制限部を突設し若しくは該端部に形成された雄ネジに螺合され前記袋本体の移動を制限する移動制限部材を備えたものである。   Further, the ground pile reinforcing bag according to the present invention is the movement of the bag main body to the end located on the side opposite to the side where the bag main body is arranged, of the end of the first core material side sleeve. A movement restricting member that restricts the movement of the bag main body, and is provided with a movement restricting member that is screwed into a male screw formed at the end, or the end of the second core side sleeve Among them, a movement restricting portion for restricting the movement of the bag main body is protruded at an end located on the side opposite to the side where the bag main body is arranged, or is screwed into a male screw formed at the end. A movement restricting member for restricting movement of the bag body is provided.

また、本発明に係る地山補強用袋体は請求項に記載したように、芯材が挿通配置できるようにチューブ状に形成され各端が前記芯材にそれぞれ固定されることで内部空間にグラウト材を注入できるようになっている地山補強用袋体において、
袋本体と、
前記芯材が挿通され該芯材に固着されるとともに外周面に雄ネジが形成された第1の芯材側スリーブと、
前記袋本体の一端周縁が外周面に当接される第1の袋側スリーブ及び該第1の袋側スリーブとの間に前記袋本体の一端周縁を狭着する第1のかしめ部材からなり、前記第1の芯材側スリーブの雄ネジに螺合される雌ネジを前記第1の袋側スリーブの内周面に形成してなる第1の固定部材と、
前記芯材が挿通され該芯材に固着されるとともに一端の外周面に雄ネジが形成された第2の芯材側スリーブと、
前記袋本体の他端周縁が外周面に当接される第2の袋側スリーブ及び該第2の袋側スリーブとの間に前記袋本体の他端周縁を狭着する第2のかしめ部材からなる第2の固定部材と、
前記芯材の端部のうち、前記袋本体が挿入される側を挿入端部とするとともに、前記第1の芯材側スリーブ及び前記第2の芯材側スリーブのうち、前記挿入端部に近接した位置に配置される芯材側スリーブを前記第2の芯材側スリーブとして該第2の芯材側スリーブの雄ネジに螺合され該第2の袋側スリーブの移動を制限するように構成された移動制限部材とを備え、
前記移動制限部材に前記第2の袋側スリーブを押圧する押圧保持部を前記第2の芯材側スリーブの他端に突設するとともに、前記第1の袋側スリーブをその内径が前記第2の芯材側スリーブの外径よりも大きくなるように構成したものである。
In addition, the ground pile reinforcing bag according to the present invention is formed in a tube shape so that the core material can be inserted and disposed, and each end is fixed to the core material, as described in claim 9. In the ground reinforcing bag body that can inject grout material into
A bag body;
A first core material side sleeve in which the core material is inserted and fixed to the core material, and an external thread is formed on the outer peripheral surface;
A first caulking member that narrows the peripheral edge of one end of the bag body between the first bag-side sleeve and the first bag-side sleeve, the peripheral edge of the bag body being in contact with the outer peripheral surface; A first fixing member formed by forming on the inner peripheral surface of the first bag-side sleeve a female screw that is screwed to the male screw of the first core-side sleeve;
A second core material side sleeve in which the core material is inserted and fixed to the core material, and an external thread is formed on the outer peripheral surface of one end;
A second bag-side sleeve in which the peripheral edge of the other end of the bag body is in contact with the outer peripheral surface, and a second caulking member that tightly attaches the peripheral edge of the other end of the bag body to the second bag-side sleeve. A second fixing member,
Of the end portions of the core material, the side on which the bag body is inserted is an insertion end portion, and the insertion end portion of the first core material side sleeve and the second core material side sleeve is the insertion end portion. The core material side sleeve arranged at a close position is used as the second core material side sleeve and is screwed into the male screw of the second core material side sleeve so as to limit the movement of the second bag side sleeve. A configured movement restriction member,
A pressing holding portion that presses the second bag-side sleeve on the movement restricting member protrudes from the other end of the second core material-side sleeve, and the inner diameter of the first bag-side sleeve is the second. The core material side sleeve is configured to be larger than the outer diameter.

また、本発明に係る地山補強用袋体は、前記挿入端部から離隔した位置に配置される芯材側スリーブを前記第1の芯材側スリーブとして該第1の芯材側スリーブに前記第1の袋側スリーブの移動を制限する移動制限部を突設したものである。   In the ground reinforcement bag according to the present invention, the core-side sleeve disposed at a position spaced from the insertion end is used as the first core-side sleeve. A movement restricting portion for restricting the movement of the first bag-side sleeve is provided in a protruding manner.

また、本発明に係る地山補強用袋体は、前記固定部材、前記第1の固定部材又は前記第2の固定部材の袋本体側にて前記袋本体を包囲する環状部材を備えたものである。   Further, the ground reinforcement bag according to the present invention includes an annular member that surrounds the bag body on the bag body side of the fixing member, the first fixing member, or the second fixing member. is there.

また、本発明に係る地山補強用袋体は、前記芯材側スリーブ、前記第1の芯材側スリーブ又は前記第2の芯材側スリーブの外周面側と内周面側とを互いに連通させる接着剤充填孔を該芯材側スリーブ、該第1の芯材側スリーブ又は該第2の芯材側スリーブに設けたものである。   Further, the ground pile reinforcing bag according to the present invention communicates the outer peripheral surface side and the inner peripheral surface side of the core material side sleeve, the first core material side sleeve, or the second core material side sleeve with each other. The adhesive filling hole is provided in the core material side sleeve, the first core material side sleeve, or the second core material side sleeve.

また、本発明に係る地山補強用袋体は、前記芯材側スリーブ、前記第1の芯材側スリーブ又は前記第2の芯材側スリーブの内部空間として、該芯材側スリーブ、該第1の芯材側スリーブ又は該第2の芯材側スリーブの材軸と平行でかつ互いに平行な2本の挿通孔を設けるとともに、その一方を前記芯材が挿通される芯材挿通孔、他方を前記袋本体の内部空間にグラウト材を注入するグラウト注入パイプが挿通されるパイプ挿通孔としたものである。   Further, the ground reinforcement bag according to the present invention includes an inner space of the core material side sleeve, the first core material side sleeve, or the second core material side sleeve. 1 core material side sleeve or two core material side sleeves are provided in parallel with the material axis of the second core material side sleeve and parallel to each other, one of which is a core material through hole through which the core material is inserted, the other Is a pipe insertion hole through which a grout injection pipe for injecting a grout material into the internal space of the bag body is inserted.

また、本発明に係る地山補強用袋体は、前記芯材をPC鋼より線としたものである。   Further, in the natural ground reinforcing bag according to the present invention, the core is made of a PC steel wire.

また、本発明に係る地山補強用袋体は、前記芯材のうち、前記芯材側スリーブ、前記第1の芯材側スリーブ又は前記第2の芯材側スリーブから延びる先端露出部分に被覆される芯材被覆用キャップを備えたものである。   Further, the ground pile reinforcing bag according to the present invention covers a core exposed side of the core material, the exposed portion of the tip extending from the first core material side sleeve, or the second core material side sleeve. The core material covering cap is provided.

地山補強用袋体は、芯材が挿通された状態で地山の補強材挿入孔に挿入された後、内部へのグラウト材注入によって径方向に拡がり、補強材挿入孔の孔壁に当接されてさらに該補強材挿入孔を押し拡げるようになっているため、径方向に展開したときの内径は芯材の外径よりも大きくなる。   After inserting the core material into the reinforcing material insertion hole of the natural mountain, the ground reinforcing bag body expands in the radial direction by injecting the grout material into the inside and hits the hole wall of the reinforcing material insertion hole. Since the reinforcing material insertion hole is further expanded by being in contact, the inner diameter when expanded in the radial direction is larger than the outer diameter of the core material.

そのため、地山補強用袋体の端部を芯材に固定するにあたっては、例えば地山補強用袋体の端部周縁を襞状に折りたたんだ上で番線等で芯材に固着する必要があるが、剛性が高い芯材を取り回しながらの作業となるため、現場であればもちろん、工場であっても製作には相当の時間を要していた。   Therefore, in order to fix the end portion of the natural ground reinforcing bag body to the core material, for example, it is necessary to fold the peripheral edge portion of the natural ground reinforcing bag body into a hook shape and fix it to the core material with a wire or the like. However, since the work is performed while handling a core material with high rigidity, it takes a considerable amount of time to manufacture even in the factory as well as in the field.

[第1の発明]
一方、第1の発明に係る地山補強用袋体においては、袋側スリーブ及びかしめ部材からなる固定部材を袋本体の端部に取り付けるにあたり、袋側スリーブの外周面に袋本体の端部周縁を当接した状態でその周囲からかしめ部材をあてがってかしめることにより、袋本体の端部周縁を袋側スリーブとかしめ部材との間に予め狭着する。
[First invention]
On the other hand, in the ground reinforcing bag body according to the first invention, when attaching the fixing member comprising the bag side sleeve and the caulking member to the end portion of the bag body, the peripheral edge of the end portion of the bag body is attached to the outer peripheral surface of the bag side sleeve. By caulking a caulking member from the periphery in a state where the bag is in contact, the edge of the end of the bag body is narrowly attached in advance between the bag side sleeve and the caulking member.

すなわち、袋本体の端部に固定部材を取り付ける作業については、芯材に直接固着する場合に比べ、剛性が高く全長も長い芯材を取り回す必要がない分、短時間で作業を済ませることが可能となる。加えて、袋本体の端部を芯材に固定する作業自体は、袋側スリーブの内側に芯材を挿通した上、該袋側スリーブを所定の部材を介して芯材に固着するだけで足りる。 In other words, the work for attaching the fixing member to the end of the bag body can be completed in a short time because it is not necessary to run a core material that is rigid and has a long overall length compared to the case where it is directly fixed to the core material. It becomes possible. In addition, the operation itself of fixing the end portion of the bag body to the core material is sufficient only by inserting the core material inside the bag side sleeve and fixing the bag side sleeve to the core material via a predetermined member. .

そのため、袋本体の端部を芯材に固着する際の全体の作業性が格段に向上する。   Therefore, the overall workability when fixing the end of the bag body to the core material is significantly improved.

また、前記芯材が挿通され該芯材に固着される芯材側スリーブを備えるとともに、該芯材側スリーブに前記袋側スリーブを同軸かつ着脱自在に取り付けることができるよう前記芯材側スリーブを構成したので、袋本体への芯材挿通作業と芯材への固着作業とを別々に進めることができるため、全体の作業能率をさらに高めることが可能となる。 The core material side sleeve is provided so that the core material side sleeve is inserted and fixed to the core material, and the bag side sleeve can be coaxially and detachably attached to the core material side sleeve. since it is configured, it is possible to proceed with the securing work of the core insertion operation and the core member to the bag body separately, it is possible to further enhance the overall work efficiency.

袋側スリーブを芯材側スリーブに同軸かつ着脱自在に取り付けるための該芯材側スリーブの構成は任意であるが、グラウト材注入による内圧上昇に伴い、袋本体が配置された側と反対の側へ袋側スリーブがずれないようにしておけば、グラウト材の漏出をさらに確実に防止することができる。   The core side sleeve for attaching the bag side sleeve to the core side sleeve in a detachable manner is optional, but the side opposite to the side on which the bag body is disposed as the internal pressure increases due to the injection of grout material If the bag-side sleeve is kept from shifting, leakage of the grout material can be more reliably prevented.

この場合の具体的構成としては、例えば前記芯材側スリーブの外周面に形成された雄ネジに螺合される雌ネジを前記袋側スリーブの内周面に形成した構成とし、あるいは前記芯材側スリーブの一端に形成された雄ネジに螺合され前記袋側スリーブの移動を制限する移動制限部材を備えるとともに、該移動制限部材に前記袋側スリーブを押圧する押圧保持部を前記芯材側スリーブの他端に突設した構成とすることが可能である。   As a specific configuration in this case, for example, a female screw that is screwed into a male screw formed on the outer peripheral surface of the core side sleeve is formed on the inner peripheral surface of the bag side sleeve, or the core material A movement restricting member that is screwed into a male screw formed at one end of the side sleeve and restricts the movement of the bag side sleeve; and a pressing holding portion that presses the bag side sleeve against the movement restricting member A configuration in which the other end of the sleeve projects is possible.

ここで、前者の構成においては、ネジ同士の係合作用によって袋側スリーブの移動を制限することも可能であるが、前記袋側スリーブの移動を制限する移動制限部を前記芯材側スリーブに突設しておき、袋側スリーブのうち、袋本体が配置された側と反対の側が移動制限部に当接されるように芯材側スリーブを芯材に固着するようにすれば、グラウト材注入による袋側スリーブのずれをいっそう確実に防止することができる。   Here, in the former configuration, the movement of the bag-side sleeve can be restricted by the engaging action of the screws, but a movement restricting portion that restricts the movement of the bag-side sleeve is provided in the core-side sleeve. If the core side sleeve is fixed to the core material so that the side opposite to the side on which the bag body is arranged is in contact with the movement restricting portion of the bag side sleeve, the grout material The bag-side sleeve can be prevented from shifting due to the injection more reliably.

[第2の発明]
第2の発明に係る地山補強用袋体においては、第1の固定部材は、第1の袋側スリーブの外周面に袋本体の端部周縁を当接した状態でその周囲から第1のかしめ部材をあてがってかしめることにより、袋本体の端部周縁を第1の袋側スリーブと第1のかしめ部材との間に予め狭着して構成してあるとともに、第1の芯材側スリーブの外周面に形成された雄ネジに螺合される雌ネジを第1の袋側スリーブの内周面に形成してある。
[Second invention]
In the ground support bag body according to the second invention, the first fixing member is the first fixing member from the periphery thereof in a state where the peripheral edge of the bag body is in contact with the outer peripheral surface of the first bag-side sleeve. A caulking member is applied and caulked so that the peripheral edge of the bag main body is narrowed in advance between the first bag side sleeve and the first caulking member, and the first core side A female screw that is screwed into a male screw formed on the outer peripheral surface of the sleeve is formed on the inner peripheral surface of the first bag-side sleeve.

第2の固定部材も第1の固定部材と同様、第2の袋側スリーブの外周面に袋本体の他端周縁を当接した状態でその周囲から第2のかしめ部材をあてがってかしめることにより、袋本体の他端周縁を第2の袋側スリーブと第2のかしめ部材との間に予め狭着して構成してあるとともに、第2の芯材側スリーブの外周面に形成された雄ネジに螺合される雌ネジを第2の袋側スリーブの内周面に形成してある。   Similarly to the first fixing member, the second fixing member is caulked by applying the second caulking member from the periphery thereof in a state where the peripheral edge of the other end of the bag body is in contact with the outer peripheral surface of the second bag side sleeve. Thus, the peripheral edge of the other end of the bag main body is configured to be narrowed in advance between the second bag side sleeve and the second caulking member, and is formed on the outer peripheral surface of the second core side sleeve. A female screw screwed to the male screw is formed on the inner peripheral surface of the second bag side sleeve.

また、第1の袋側スリーブは、その内径が第2の芯材側スリーブの外径よりも大きくなるように構成してある。   The first bag-side sleeve is configured such that its inner diameter is larger than the outer diameter of the second core-side sleeve.

かかる第1の固定部材や第2の固定部材を介して袋本体の各端部を芯材に固定するには、まず、第1の芯材側スリーブ及び第2の芯材側スリーブを芯材に先行固着する。   In order to fix each end of the bag body to the core member via the first fixing member and the second fixing member, first, the first core member side sleeve and the second core member side sleeve are connected to the core member. Pre-adhering to.

ここで、第1の芯材側スリーブ及び第2の芯材側スリーブは、芯材の端部のうち、後工程において袋本体が挿入される側を挿入端部とするとともに、かかる挿入端部から離隔した位置に第1の芯材側スリーブが、近接した位置に第2の芯材側スリーブがそれぞれ配置されるように芯材に固着する。   Here, the first core material side sleeve and the second core material side sleeve have the insertion end portion as the insertion end portion of the end portion of the core material where the bag main body is inserted in the subsequent process, and the insertion end portion. The first core material side sleeve is fixed to the core material so that the first core material side sleeve is disposed at a position away from the first core material, and the second core material side sleeve is disposed at a position close to the first core material side sleeve.

次に、芯材をその挿入端部から袋本体に挿入し、袋本体の第1の袋側スリーブが第2の芯材側スリーブを通り越した後で第1の芯材側スリーブに到達するように、袋本体を芯材の材軸に沿って前進させる。   Next, the core material is inserted into the bag main body from the insertion end, and the first bag side sleeve of the bag main body passes through the second core material side sleeve and then reaches the first core material side sleeve. Next, the bag body is advanced along the axis of the core material.

袋本体の第1の袋側スリーブが第1の芯材側スリーブに到達したならば、袋本体を芯材の材軸廻りに回転させながら、第1の芯材側スリーブの外周面に形成された雄ネジに第1の袋側スリーブの内周面に形成された雌ネジを螺合するとともに、第2の芯材側スリーブの外周面に形成された雄ネジに第2の袋側スリーブの内周面に形成された雌ネジを螺合することで、第1の袋側スリーブと第2の袋側スリーブを、第1の芯材側スリーブと第2の芯材側スリーブにそれぞれ取り付ける。   If the first bag side sleeve of the bag body reaches the first core side sleeve, the bag body is formed on the outer peripheral surface of the first core side sleeve while rotating the bag body around the core axis of the core material. The female screw formed on the inner peripheral surface of the first bag side sleeve is screwed to the male screw, and the second bag side sleeve is connected to the male screw formed on the outer peripheral surface of the second core material side sleeve. The first bag side sleeve and the second bag side sleeve are respectively attached to the first core side sleeve and the second core side sleeve by screwing a female screw formed on the inner peripheral surface.

かかる構成によれば、袋本体の各端部に第1の固定部材及び第2の固定部材を取り付ける際、芯材に直接固着する場合に比べ、剛性が高く全長も長い芯材を取り回す必要がない分、短時間で作業を済ませることが可能となる。   According to such a configuration, when attaching the first fixing member and the second fixing member to each end portion of the bag body, it is necessary to route a core material that has higher rigidity and a longer overall length than when directly fixed to the core material. It is possible to complete the work in a short time because there is not.

加えて、袋本体の各端部を芯材に固定する作業自体は、第1の芯材側スリーブ及び第2の芯材側スリーブをそれぞれ芯材に固着し、次いで、これら第1の芯材側スリーブ及び第2の芯材側スリーブに第1の袋側スリーブ及び第2の袋側スリーブをそれぞれ取り付けるだけで足りる。   In addition, the operation itself of fixing each end portion of the bag body to the core material is performed by fixing the first core material side sleeve and the second core material side sleeve to the core material, and then the first core material. It is only necessary to attach the first bag side sleeve and the second bag side sleeve to the side sleeve and the second core side sleeve, respectively.

また、第1の袋側スリーブの内径を第2の芯材側スリーブの外径よりも大きく設定してあるので、第2の芯材側スリーブを通り越すように第1の袋側スリーブを芯材に沿って移動させることが可能となり、第1の芯材側スリーブ及び第2の芯材側スリーブの芯材への固着作業を先行して行うことができる。   Further, since the inner diameter of the first bag-side sleeve is set larger than the outer diameter of the second core-side sleeve, the first bag-side sleeve is passed through the second core-material-side sleeve. The first core material side sleeve and the second core material side sleeve can be fixed to the core material in advance.

そのため、第1の固定部材及び第2の固定部材の袋本体への取付け作業と第1の芯材側スリーブ及び第2の芯材側スリーブの芯材への固着作業とを同時に進行させることができるとともに、第1の芯材側スリーブ及び第2の芯材側スリーブの芯材への固着作業を全て終えた後で、第1の袋側スリーブ及び第2の袋側スリーブを第1の芯材側スリーブ及び第2の芯材側スリーブにそれぞれ取り付けることが可能となり、かくして、剛性が高く取り回しが面倒な芯材に対して袋本体の端部周縁を襞状に折り曲げながら番線や結束バンドで固着していた従来に比べ、内圧上昇によるグラウト材の漏出を防止できるだけではなく、袋本体の各端部を芯材に固着する際の全体の作業性も格段に向上する。   Therefore, the attaching operation of the first fixing member and the second fixing member to the bag body and the fixing operation of the first core member side sleeve and the second core member side sleeve to the core member can be simultaneously performed. After the first core side sleeve and the second core side sleeve are all fixed to the core, the first bag side sleeve and the second bag side sleeve are connected to the first core. It can be attached to the material side sleeve and the second core material side sleeve, respectively, and thus the peripheral edge of the bag body is folded into a hook shape with respect to the core material having high rigidity and troublesome handling. Compared to the conventional case of fixing, not only the leakage of the grout material due to the increase in internal pressure can be prevented, but also the overall workability when fixing each end of the bag body to the core material is remarkably improved.

また、第1の袋側スリーブは第1の芯材側スリーブとのネジ係合作用により、第2の袋側スリーブは第2の芯材側スリーブとのネジ係合作用により、袋本体が配置された側と反対の側への移動がそれぞれ制限されるため、グラウト材注入によって内圧が上昇してもグラウト材が漏出するおそれがなくなるとともに、袋本体が配置された側への逆方向移動、いわば戻りについても同様に防止されるため、グラウト材の注入開始前後におけるグラウト材の漏出を未然に防止することも可能となる。   Further, the bag body is arranged by the screw engaging action with the first core side sleeve in the first bag side sleeve and the screw engaging action with the second core side sleeve in the second bag side sleeve. Since the movement to the side opposite to the formed side is restricted, there is no possibility that the grout material leaks even if the internal pressure rises due to the grout material injection, and the reverse movement to the side where the bag body is arranged, In other words, since the return is similarly prevented, leakage of the grout material before and after the start of the injection of the grout material can be prevented in advance.

ここで、前記第1の芯材側スリーブの端部のうち、前記挿入端部の反対側に位置する端部に前記袋本体の移動を制限する移動制限部を突設し、又は該反対側端部に形成された雄ネジに螺合され前記袋本体の移動を制限する移動制限部材を備えたならば、第1の袋側スリーブの移動をさらに確実に防止することが可能となる。   Here, among the end portions of the first core side sleeve, a movement limiting portion for restricting the movement of the bag body is provided at an end located on the opposite side of the insertion end portion, or on the opposite side. If a movement restricting member that is screwed into a male screw formed at the end and restricts the movement of the bag body is provided, the movement of the first bag-side sleeve can be more reliably prevented.

また、前記第2の芯材側スリーブの端部のうち、前記挿入端部と同じ側に位置する端部に形成された雄ネジに螺合され前記袋本体の移動を制限する移動制限部材を備えるとともに、該移動制限部材に前記第2の袋側スリーブを押圧する押圧保持部を前記第2の芯材側スリーブの他端に突設したならば、第2の袋側スリーブの移動や逆方向移動をさらに確実に防止することが可能となる。   Further, a movement limiting member that is screwed into a male screw formed on an end located on the same side as the insertion end among the ends of the second core side sleeve and restricts the movement of the bag main body. And a movement holding member that presses the second bag-side sleeve protrudes from the other end of the second core-side sleeve and moves or reverses the second bag-side sleeve. Directional movement can be prevented more reliably.

[第3の発明]
第3の発明に係る地山補強用袋体においては、第1の固定部材は、第1の袋側スリーブの外周面に袋本体の端部周縁を当接した状態でその周囲から第1のかしめ部材をあてがってかしめることにより、袋本体の端部周縁を第1の袋側スリーブと第1のかしめ部材との間に予め狭着して構成してあるとともに、第1の芯材側スリーブの外周面に形成された雄ネジに螺合される雌ネジを第1の袋側スリーブの内周面に形成してある。
[Third invention]
In the ground support bag body according to the third invention, the first fixing member is the first fixing member from the periphery thereof in a state in which the peripheral edge of the bag body is in contact with the outer peripheral surface of the first bag-side sleeve. A caulking member is applied and caulked so that the peripheral edge of the bag main body is narrowed in advance between the first bag side sleeve and the first caulking member, and the first core side A female screw that is screwed into a male screw formed on the outer peripheral surface of the sleeve is formed on the inner peripheral surface of the first bag-side sleeve.

第2の固定部材も第1の固定部材と同様、第2の袋側スリーブの外周面に袋本体の他端周縁を当接した状態でその周囲から第2のかしめ部材をあてがってかしめることにより、袋本体の他端周縁を第2の袋側スリーブと第2のかしめ部材との間に予め狭着して構成してあるとともに、第2の芯材側スリーブの外周面に形成された雄ネジに螺合される雌ネジを第2の袋側スリーブの内周面に形成してあるが、第1の芯材側スリーブに形成された雄ネジ及び第2の芯材側スリーブに形成された雄ネジは、一方が右ネジ、他方が左ネジとなっている。   Similarly to the first fixing member, the second fixing member is caulked by applying the second caulking member from the periphery thereof in a state where the peripheral edge of the other end of the bag body is in contact with the outer peripheral surface of the second bag side sleeve. Thus, the peripheral edge of the other end of the bag main body is configured to be narrowed in advance between the second bag side sleeve and the second caulking member, and is formed on the outer peripheral surface of the second core side sleeve. A female screw to be screwed into the male screw is formed on the inner peripheral surface of the second bag side sleeve, but is formed on the male screw and the second core side sleeve formed on the first core side sleeve. One of the male threads is a right-hand thread and the other is a left-hand thread.

かかる第1の固定部材や第2の固定部材を介して袋本体の各端部を芯材に固定するには、第1の芯材側スリーブ、第2の芯材側スリーブ及び袋本体を、該袋本体が第1の芯材側スリーブと第2の芯材側スリーブの間に配置されるように芯材に挿通する。   In order to fix each end of the bag body to the core member via the first fixing member or the second fixing member, the first core member side sleeve, the second core member side sleeve and the bag body are The bag body is inserted through the core material so as to be disposed between the first core material side sleeve and the second core material side sleeve.

次に、袋本体が芯材に挿通された状態で、第1の芯材側スリーブ及び第2の芯材側スリーブを芯材に固着する。   Next, the first core material side sleeve and the second core material side sleeve are fixed to the core material with the bag body inserted through the core material.

次に、袋本体を芯材の材軸廻りに回転させながら、第1の芯材側スリーブの外周面に形成された雄ネジに第1の袋側スリーブの内周面に形成された雌ネジを螺合するとともに、第2の芯材側スリーブの外周面に形成された雄ネジに第2の袋側スリーブの内周面に形成された雌ネジを螺合する。   Next, the female screw formed on the inner peripheral surface of the first bag-side sleeve is connected to the male screw formed on the outer peripheral surface of the first core-side sleeve while rotating the bag body around the core axis of the core material. And the female screw formed on the inner peripheral surface of the second bag-side sleeve is screwed into the male screw formed on the outer peripheral surface of the second core-side sleeve.

ここで、第1の芯材側スリーブに形成された雄ネジ及び第2の芯材側スリーブに形成された雄ネジは、一方が右ネジ、他方が左ネジ、換言すれば互いに逆ネジになっているため、袋本体を所定の方向に回転させることにより、第1の袋側スリーブが第1の芯材側スリーブに螺合されると同時に、第2の袋側スリーブが第2の芯材側スリーブに螺合される。   Here, one of the male screw formed on the first core side sleeve and the male screw formed on the second core side sleeve is a right screw, the other is a left screw, in other words, a reverse screw. Therefore, by rotating the bag body in a predetermined direction, the first bag side sleeve is screwed into the first core material side sleeve, and at the same time, the second bag side sleeve becomes the second core material. Screwed into the side sleeve.

かかる構成によれば、袋本体の各端部に第1の固定部材及び第2の固定部材を取り付ける際、芯材に直接固着する場合に比べ、剛性が高く全長も長い芯材を取り回す必要がない分、短時間で作業を済ませることが可能となる。   According to such a configuration, when attaching the first fixing member and the second fixing member to each end portion of the bag body, it is necessary to route a core material that has higher rigidity and a longer overall length than when directly fixed to the core material. It is possible to complete the work in a short time because there is not.

加えて、袋本体の各端部を芯材に固定する作業自体は、第1の芯材側スリーブ及び第2の芯材側スリーブをそれぞれ芯材に固着し、次いで、これら第1の芯材側スリーブ及び第2の芯材側スリーブに第1の袋側スリーブ及び第2の袋側スリーブをそれぞれ取り付けるだけで足りる。   In addition, the operation itself of fixing each end portion of the bag body to the core material is performed by fixing the first core material side sleeve and the second core material side sleeve to the core material, and then the first core material. It is only necessary to attach the first bag side sleeve and the second bag side sleeve to the side sleeve and the second core side sleeve, respectively.

また、第1の袋側スリーブは第1の芯材側スリーブとのネジ係合作用により、第2の袋側スリーブは第2の芯材側スリーブとのネジ係合作用により、袋本体が配置された側と反対の側への移動がそれぞれ制限されるため、グラウト材注入によって内圧が上昇してもグラウト材が漏出するおそれがなくなるとともに、袋本体が配置された側への逆方向移動、いわば戻りについても同様に防止されるため、グラウト材の注入開始前後におけるグラウト材の漏出を未然に防止することも可能となる。   Further, the bag body is arranged by the screw engaging action with the first core side sleeve in the first bag side sleeve and the screw engaging action with the second core side sleeve in the second bag side sleeve. Since the movement to the side opposite to the formed side is restricted, there is no possibility that the grout material leaks even if the internal pressure rises due to the grout material injection, and the reverse movement to the side where the bag body is arranged, In other words, since the return is similarly prevented, leakage of the grout material before and after the start of the injection of the grout material can be prevented in advance.

ここで、前記第1の芯材側スリーブの端部のうち、前記袋本体が配置される側と反対側に位置する端部に前記袋本体の移動を制限する移動制限部を突設し若しくは該端部に形成された雄ネジに螺合され前記袋本体の移動を制限する移動制限部材を備え、又は前記第2の芯材側スリーブの端部のうち、前記袋本体が配置される側と反対側に位置する端部に前記袋本体の移動を制限する移動制限部を突設し若しくは該端部に形成された雄ネジに螺合され前記袋本体の移動を制限する移動制限部材を備えたならば、第1の袋側スリーブ及び第2の袋側スリーブの移動をさらに確実に防止することが可能となる。   Here, a movement restricting portion that restricts movement of the bag body protrudes from an end portion of the first core side sleeve that is located on the side opposite to the side where the bag body is disposed, or A movement restricting member that is screwed into a male screw formed at the end and restricts the movement of the bag main body, or of the end of the second core side sleeve, on the side where the bag main body is disposed A movement limiting member that restricts the movement of the bag main body by projecting a movement limiting portion that restricts the movement of the bag main body at an end located on the opposite side of the bag, or screwed into a male screw formed at the end. If provided, the movement of the first bag-side sleeve and the second bag-side sleeve can be more reliably prevented.

[第4の発明]
第4の発明に係る地山補強用袋体においては、第1の固定部材は、第1の袋側スリーブの外周面に袋本体の端部周縁を当接した状態でその周囲から第1のかしめ部材をあてがってかしめることにより、袋本体の端部周縁を第1の袋側スリーブと第1のかしめ部材との間に予め狭着して構成してあるとともに、第1の芯材側スリーブの外周面に形成された雄ネジに螺合される雌ネジを第1の袋側スリーブの内周面に形成してある。
[Fourth Invention]
In the ground support bag body according to the fourth invention, the first fixing member is the first fixing member from the periphery thereof in a state where the peripheral edge of the bag body is in contact with the outer peripheral surface of the first bag-side sleeve. A caulking member is applied and caulked so that the peripheral edge of the bag main body is narrowed in advance between the first bag side sleeve and the first caulking member, and the first core side A female screw that is screwed into a male screw formed on the outer peripheral surface of the sleeve is formed on the inner peripheral surface of the first bag-side sleeve.

一方、第2の固定部材も第1の固定部材と同様、第2の袋側スリーブの外周面に袋本体の他端周縁を当接した状態でその周囲から第2のかしめ部材をあてがってかしめることにより、袋本体の他端周縁を第2の袋側スリーブと第2のかしめ部材との間に予め狭着して構成してあるが、第2の袋側スリーブは、第2の芯材側スリーブに遊嵌されるようになっており、第2の芯材側スリーブの外周面に形成された雄ネジに螺合される雌ネジが形成された移動制限部材を別途備える。   On the other hand, in the same manner as the first fixing member, the second fixing member is also applied with the second caulking member from the periphery thereof in a state where the other peripheral edge of the bag body is in contact with the outer peripheral surface of the second bag side sleeve. By crimping, the periphery of the other end of the bag body is configured to be narrowed in advance between the second bag side sleeve and the second caulking member. A movement limiting member is provided that is loosely fitted to the material-side sleeve and has a female screw that is screwed into a male screw formed on the outer peripheral surface of the second core material-side sleeve.

また、第1の袋側スリーブは、その内径が第2の芯材側スリーブの外径よりも大きくなるように構成してある。   The first bag-side sleeve is configured such that its inner diameter is larger than the outer diameter of the second core-side sleeve.

かかる第1の固定部材や第2の固定部材を介して袋本体の各端部を芯材に固定するには、まず、第1の芯材側スリーブ及び第2の芯材側スリーブを芯材に先行固着する。   In order to fix each end of the bag body to the core member via the first fixing member and the second fixing member, first, the first core member side sleeve and the second core member side sleeve are connected to the core member. Pre-adhering to.

ここで、第1の芯材側スリーブ及び第2の芯材側スリーブは、芯材の端部のうち、後工程において袋本体が挿入される側を挿入端部とするとともに、かかる挿入端部から離隔した位置に第1の芯材側スリーブが、近接した位置に第2の芯材側スリーブがそれぞれ配置されるように芯材に固着する。   Here, the first core material side sleeve and the second core material side sleeve have the insertion end portion as the insertion end portion of the end portion of the core material where the bag main body is inserted in the subsequent process, and the insertion end portion. The first core material side sleeve is fixed to the core material so that the first core material side sleeve is disposed at a position away from the first core material, and the second core material side sleeve is disposed at a position close to the first core material side sleeve.

次に、芯材をその挿入端部から袋本体に挿入し、袋本体の第1の袋側スリーブが第2の芯材側スリーブを通り越した後で第1の芯材側スリーブに到達するように、袋本体を芯材の材軸に沿って前進させる。   Next, the core material is inserted into the bag main body from the insertion end, and the first bag side sleeve of the bag main body passes through the second core material side sleeve and then reaches the first core material side sleeve. Next, the bag body is advanced along the axis of the core material.

袋本体の第1の袋側スリーブが第1の芯材側スリーブに到達したならば、袋本体を芯材の材軸廻りに回転させながら、第1の芯材側スリーブの外周面に形成された雄ネジに第1の袋側スリーブの内周面に形成された雌ネジを螺合する。   If the first bag side sleeve of the bag body reaches the first core side sleeve, the bag body is formed on the outer peripheral surface of the first core side sleeve while rotating the bag body around the core axis of the core material. The female screw formed on the inner peripheral surface of the first bag-side sleeve is screwed into the male screw.

次に、第2の袋側スリーブが第2の芯材側スリーブに遊嵌された状態で、該第2の芯材側スリーブの外周面に形成された雄ネジに移動制限部材を螺合することにより、第2の芯材側スリーブの他端に形成された押圧保持部との間に第2の袋側スリーブを挟み込む。   Next, in a state where the second bag-side sleeve is loosely fitted to the second core material-side sleeve, the movement restricting member is screwed onto the male screw formed on the outer peripheral surface of the second core material-side sleeve. Thus, the second bag side sleeve is sandwiched between the second holding member formed on the other end of the second core side sleeve.

かかる構成によれば、袋本体の各端部に第1の固定部材及び第2の固定部材を取り付ける作業については、芯材に直接固着する場合に比べ、剛性が高く全長も長い芯材を取り回す必要がない分、短時間で作業を済ませることが可能となる。   According to such a configuration, for attaching the first fixing member and the second fixing member to each end portion of the bag body, a core material having higher rigidity and a longer overall length is used as compared with the case of directly fixing to the core material. The work can be completed in a short time because it does not need to be turned.

加えて、袋本体の各端部を芯材に固定する作業自体は、第1の芯材側スリーブ及び第2の芯材側スリーブをそれぞれ芯材に固着し、次いで、これら第1の芯材側スリーブ及び第2の芯材側スリーブに第1の袋側スリーブ及び第2の袋側スリーブをそれぞれ取り付けるだけで足りる。   In addition, the operation itself of fixing each end portion of the bag body to the core material is performed by fixing the first core material side sleeve and the second core material side sleeve to the core material, and then the first core material. It is only necessary to attach the first bag side sleeve and the second bag side sleeve to the side sleeve and the second core side sleeve, respectively.

また、第1の袋側スリーブの内径を第2の芯材側スリーブの外径よりも大きく設定することで、第2の芯材側スリーブを通り越すように第1の袋側スリーブを芯材に沿って移動させることが可能となり、第1の芯材側スリーブ及び第2の芯材側スリーブの芯材への固着作業を先行して行うことができる。   Further, by setting the inner diameter of the first bag-side sleeve to be larger than the outer diameter of the second core-side sleeve, the first bag-side sleeve is used as the core material so as to pass over the second core-side sleeve. Accordingly, the first core material side sleeve and the second core material side sleeve can be fixed to the core material in advance.

そのため、第1の固定部材及び第2の固定部材の袋本体への取付け作業と第1の芯材側スリーブ及び第2の芯材側スリーブの芯材への固着作業とを同時に進行させることができるとともに、第1の芯材側スリーブ及び第2の芯材側スリーブの芯材への固着作業を全て終えた後で、第1の袋側スリーブ及び第2の袋側スリーブを第1の芯材側スリーブ及び第2の芯材側スリーブにそれぞれ取り付けることが可能となり、かくして、剛性が高く取り回しが面倒な芯材に対して袋本体の端部周縁を襞状に折り曲げながら番線や結束バンドで固着していた従来に比べ、内圧上昇によるグラウト材の漏出を防止できるだけではなく、袋本体の各端部を芯材に固着する際の全体の作業性も格段に向上する。   Therefore, the attaching operation of the first fixing member and the second fixing member to the bag body and the fixing operation of the first core member side sleeve and the second core member side sleeve to the core member can be simultaneously performed. After the first core side sleeve and the second core side sleeve are all fixed to the core, the first bag side sleeve and the second bag side sleeve are connected to the first core. It can be attached to the material side sleeve and the second core material side sleeve, respectively, and thus the peripheral edge of the bag body is folded into a hook shape with respect to the core material having high rigidity and troublesome handling. Compared to the conventional case of fixing, not only the leakage of the grout material due to the increase in internal pressure can be prevented, but also the overall workability when fixing each end of the bag body to the core material is remarkably improved.

また、第2の袋側スリーブと第2の芯材側スリーブとの着脱構造を螺合ではなく、第2の袋側スリーブを第2の芯材側スリーブに対して遊嵌、すなわち芯材の材軸廻りに回転自在とした上、第2の芯材側スリーブに設けた押圧保持部と該第2の芯材側スリーブに螺合される移動制限部材との間に狭着する構造を採用したことにより、第1の固定部材の第1の袋側スリーブを袋本体とともに芯材の材軸回りに回して第1の芯材側スリーブに螺着する際、第2の固定部材の側から何ら影響を受けることはないし、第2の袋側スリーブを第2の芯材側スリーブに固定する際にも、既に固定作業が終わっている第1の固定部材の側から何ら影響を受けることはない。   Further, the detachable structure of the second bag side sleeve and the second core material side sleeve is not screwed together, but the second bag side sleeve is loosely fitted to the second core material side sleeve, that is, the core material In addition to being rotatable around the material axis, a structure is adopted in which it is tightly attached between the pressing holding portion provided on the second core material side sleeve and the movement restricting member screwed to the second core material side sleeve. As a result, when the first bag side sleeve of the first fixing member is turned around the material axis of the core material together with the bag body and screwed to the first core material side sleeve, the second fixing member side is There is no influence, and when the second bag side sleeve is fixed to the second core side sleeve, no influence is given from the side of the first fixing member that has already been fixed. Absent.

また、第1の袋側スリーブは、第1の芯材側スリーブとのネジ係合作用により、第2の袋側スリーブは、第2の芯材側スリーブに螺合された移動制限部材の当接作用により、それぞれ袋本体が配置された側と反対の側への移動が制限されるため、グラウト材注入によって内圧が上昇してもグラウト材が漏出するおそれはない。   In addition, the first bag-side sleeve is screw-engaged with the first core material-side sleeve, and the second bag-side sleeve is contacted by the movement limiting member screwed into the second core material-side sleeve. Since the movement to the side opposite to the side where the bag body is disposed is limited by the contact action, there is no possibility that the grout material leaks even if the internal pressure rises due to the grout material injection.

また、第1の袋側スリーブは、第1の芯材側スリーブとのネジ係合作用により、第2の袋側スリーブは、第2の芯材側スリーブに突設された押圧保持部の当接作用により、それぞれ袋本体が配置された側への逆方向移動、いわば戻りが防止されるため、グラウト材の注入開始前後におけるグラウト材の漏出を未然に防止することができる。   In addition, the first bag-side sleeve is screw-engaged with the first core-side sleeve, and the second bag-side sleeve is pressed against the pressing holding portion protruding from the second core-side sleeve. The contact action prevents reverse movement to the side where the bag body is disposed, in other words, return, so that leakage of the grout material before and after the start of pouring of the grout material can be prevented.

第1の袋側スリーブは上述したように、第1の芯材側スリーブとのネジ係合作用により、袋本体が配置された側と反対の側への移動ないしはずれが制限されるが、前記第1の袋側スリーブの移動を制限する移動制限部を前記第1の芯材側スリーブに突設したならば、第1の袋側スリーブの移動をさらに確実に防止することが可能となる。   As described above, the first bag-side sleeve is restricted from moving or shifting to the side opposite to the side on which the bag body is disposed by the screw engagement with the first core-side sleeve. If a movement restricting portion for restricting the movement of the first bag-side sleeve is provided on the first core-side sleeve, the movement of the first bag-side sleeve can be prevented more reliably.

[各発明共通]
上述した各発明において、かしめ部材、第1のかしめ部材又は第2のかしめ部材は、例えばステンレス製やアルミニウム製であって、袋側スリーブ、第1の袋側スリーブ又は第2の袋側スリーブの外径よりも内径が大きなスリーブ状のもので構成することが可能であり、袋本体の端部周縁を袋側スリーブ、第1の袋側スリーブ又は第2の袋側スリーブの外周面に沿って例えば襞状に折り曲げて該各袋側スリーブに当接し、その上から各袋側スリーブと同軸になるように被せた後、所定の工具でかしめることにより、袋本体の端部周縁を袋側スリーブ、第1の袋側スリーブ又は第2の袋側スリーブとの間に狭着することができる。
[Common to all inventions]
In each of the above-described inventions, the caulking member, the first caulking member, or the second caulking member is made of, for example, stainless steel or aluminum, and includes a bag side sleeve, a first bag side sleeve, or a second bag side sleeve. It is possible to form a sleeve-like one having an inner diameter larger than the outer diameter, and the peripheral edge of the bag main body along the outer peripheral surface of the bag-side sleeve, the first bag-side sleeve, or the second bag-side sleeve. For example, it is bent into a bowl shape, abuts on each bag-side sleeve, and covers the same so as to be coaxial with each bag-side sleeve. It can be tightly fitted between the sleeve, the first bag-side sleeve, or the second bag-side sleeve.

ここで、固定部材、第1の固定部材又は第2の固定部材の袋本体側にて袋本体の端部周縁を包囲する環状部材を備えるようにしたならば、グラウト材注入に伴う袋本体の膨張を、固定部材、第1の固定部材又は第2の固定部材の袋本体側で抑制することができるため、かしめ部材、第1のかしめ部材又は第2のかしめ部材を拡げようとする力が低減され、袋本体の端部周縁を袋側スリーブ、第1の袋側スリーブ又は第2の袋側スリーブとの間により確実に狭着しておくことが可能となる。   Here, if an annular member surrounding the edge of the end of the bag body is provided on the bag body side of the fixing member, the first fixing member or the second fixing member, the bag body accompanying the grout material injection is provided. Since the expansion can be suppressed on the bag body side of the fixing member, the first fixing member, or the second fixing member, a force for expanding the caulking member, the first caulking member, or the second caulking member. As a result, the peripheral edge of the bag body can be more securely narrowed between the bag-side sleeve, the first bag-side sleeve, and the second bag-side sleeve.

芯材側スリーブ、第1の芯材側スリーブ又第2の芯材側スリーブをどのようにして芯材に固着するかは任意であり、例えばそれらと芯材との隙間に接着剤を充填する、同じくそれらの間に楔を打ち込む、それらの外周面から材軸直交方向に向けて先端が芯材の周面にねじ込まれるように例えば4本のネジを90゜ごとにあるいは3本のネジを120゜ごとに貫通させるといった方法を採用することができるが、接着剤を用いた固着を行うための具体的構成としては例えば、前記芯材側スリーブ、前記第1の芯材側スリーブ又は前記第2の芯材側スリーブの外周面側と内周面側とを互いに連通させる接着剤充填孔を該芯材側スリーブ、該第1の芯材側スリーブ又は該第2の芯材側スリーブに設ける構成を採用することができる。   How to fix the core material side sleeve, the first core material side sleeve or the second core material side sleeve to the core material is arbitrary. For example, the gap between them and the core material is filled with an adhesive. Also, insert a wedge between them, for example, four screws every 90 ° or three screws so that the tip is screwed into the peripheral surface of the core from the outer peripheral surface in the direction perpendicular to the material axis. For example, the core material side sleeve, the first core material side sleeve, or the first core may be used as a specific configuration for fixing with an adhesive. The core material side sleeve, the first core material side sleeve, or the second core material side sleeve is provided with an adhesive filling hole that allows the outer peripheral surface side and the inner peripheral surface side of the two core material side sleeves to communicate with each other. A configuration can be employed.

上述した各発明は、地山補強用袋体にグラウト材を注入するためのグラウト注入パイプを芯材と兼用する場合及び個別に設ける場合のいずれについても適用が可能であるが、後者の場合においては、前記芯材側スリーブ、前記第1の芯材側スリーブ又は前記第2の芯材側スリーブの内部空間として、該芯材側スリーブ、該第1の芯材側スリーブ又は該第2の芯材側スリーブの材軸と平行でかつ互いに平行な2本の挿通孔を設けるとともに、その一方を前記芯材が挿通される芯材挿通孔、他方を前記袋本体の内部空間にグラウト材を注入するグラウト注入パイプが挿通されるパイプ挿通孔とすればよい。   Each of the above-described inventions can be applied to both the case where the grout injection pipe for injecting the grout material into the ground reinforcement bag is also used as the core material and the case where the grout injection pipe is individually provided. Is an internal space of the core material side sleeve, the first core material side sleeve, or the second core material side sleeve, and the core material side sleeve, the first core material side sleeve, or the second core. Two insertion holes parallel to the material axis of the material side sleeve and parallel to each other are provided, one of which is a core material insertion hole through which the core material is inserted, and the other is injected into the inner space of the bag body. What is necessary is just to make it a pipe insertion hole into which the grout injection pipe to be inserted is inserted.

また、芯材とグラウト注入パイプとを個別に設ける場合には、芯材を特にPC鋼より線とすることが可能である。   Moreover, when providing a core material and a grout injection pipe separately, it is possible to make a core material especially a strand from PC steel.

ここで、前記PC鋼より線のうち、前記芯材側スリーブ、前記第1の芯材側スリーブ又は前記第2の芯材側スリーブから延びる先端露出部分に被覆される芯材被覆用キャップを備えた構成とすれば、PC鋼より線の隙間からグラウト材が漏出するのを未然に防止することができる。   Here, a core material covering cap is provided that covers a core exposed sleeve extending from the core material side sleeve, the first core material side sleeve, or the second core material side sleeve, of the PC steel strand. If it is set as the structure, it can prevent beforehand that a grout material leaks from the clearance gap between wires from PC steel.

第1実施形態に係る地山補強用袋体1の図であり、(a)は全体図、(b)は配置図。It is a figure of the bag 1 for natural ground reinforcement concerning 1st Embodiment, (a) is a general view, (b) is a layout. 同じく第1実施形態に係る地山補強用袋体1の組立図であり、(a)は袋本体3の一端に取り付けられた固定部材6a及び該固定部材に対し着脱自在に構成された芯材側スリーブ11aの組立図、(b)は袋本体3の他端に取り付けられた固定部材6b及び該固定部材に対し着脱自在に構成された芯材側スリーブ11bの組立図。It is an assembly drawing of the bag body 1 for ground reinforcement similarly concerning 1st Embodiment, (a) is the fixing member 6a attached to the end of the bag main body 3, and the core material comprised so that attachment or detachment was possible with respect to this fixing member FIG. 4B is an assembly diagram of the side sleeve 11a, and FIG. 4B is an assembly diagram of a fixing member 6b attached to the other end of the bag body 3 and a core material side sleeve 11b configured to be detachable from the fixing member. 固定部材6a及び該固定部材に対し着脱自在に構成された芯材側スリーブ11aの組立斜視図。The assembly perspective view of the core member side sleeve 11a comprised so that attachment or detachment with respect to the fixing member 6a and this fixing member was possible. 固定部材6b及び該固定部材に対し着脱自在に構成された芯材側スリーブ11bの組立斜視図。The assembly perspective view of the core member side sleeve 11b comprised so that attachment or detachment with respect to the fixing member 6b and this fixing member was possible. 固定部材6bの製作手順を示した斜視図。The perspective view which showed the manufacture procedure of the fixing member 6b. 袋本体3の各端に取り付けられた固定部材6a,6bを芯材2に固定する手順を示した断面図。Sectional drawing which showed the procedure which fixes the fixing members 6a and 6b attached to each end of the bag main body 3 to the core material 2. FIG. 袋本体3の一端に取り付けられた固定部材6aを芯材側スリーブ11aを介して芯材2に固定するとともに、他端に取り付けられた固定部材6bを芯材側スリーブ11bを介して芯材2に固定した様子を示した断面図。The fixing member 6a attached to one end of the bag body 3 is fixed to the core material 2 via the core material side sleeve 11a, and the fixing member 6b attached to the other end is fixed to the core material 2 via the core material side sleeve 11b. Sectional drawing which showed a mode fixed to. 第2実施形態に係る地山補強用袋体31の図であり、袋本体3の一端に取り付けられた固定部材6aを芯材側スリーブ11aを介して芯材2に固定するとともに、他端に取り付けられた固定部材6cを芯材側スリーブ11cを介して芯材2に固定した様子を示した断面図。It is the figure of the bag 31 for natural ground reinforcement which concerns on 2nd Embodiment, While fixing the fixing member 6a attached to the end of the bag main body 3 to the core material 2 via the core material side sleeve 11a, it is in the other end. Sectional drawing which showed a mode that the attached fixing member 6c was fixed to the core material 2 via the core material side sleeve 11c. 同じく第2実施形態に係る地山補強用袋体31の図であり、(a)は袋本体3の一端に取り付けられた固定部材6a及び該固定部材に対し着脱自在に構成された芯材側スリーブ11aの組立図、(b)は袋本体3の他端に取り付けられた固定部材6c及び該固定部材に対し着脱自在に構成された芯材側スリーブ11cの組立図。It is a figure of the bag 31 for natural ground reinforcement similarly concerning 2nd Embodiment, (a) is the core member side comprised so that attachment or detachment to the fixing member 6a attached to the end of the bag main body 3 and this fixing member was possible. FIG. 4B is an assembly diagram of the sleeve 11a, and FIG. 4B is an assembly diagram of the fixing member 6c attached to the other end of the bag body 3 and the core side sleeve 11c configured to be detachable from the fixing member. 第2実施形態の変形例を示した断面図。Sectional drawing which showed the modification of 2nd Embodiment. 第3実施形態に係る地山補強用袋体41の図であり、袋本体3の一端に取り付けられた固定部材6aを芯材側スリーブ11aを介して芯材2に固定するとともに、他端に取り付けられた固定部材6dを芯材側スリーブ11b及び移動制限部材17を介して芯材2に固定した様子を示した断面図。It is the figure of the bag 41 for natural ground reinforcement which concerns on 3rd Embodiment, While fixing the fixing member 6a attached to the end of the bag main body 3 to the core material 2 via the core material side sleeve 11a, it is in the other end. Sectional drawing which showed a mode that the attached fixing member 6d was fixed to the core material 2 via the core material side sleeve 11b and the movement limitation member 17. FIG. 同じく第3実施形態に係る地山補強用袋体41の図であり、(a)は袋本体3の一端に取り付けられた固定部材6a及び該固定部材に対し着脱自在に構成された芯材側スリーブ11aの組立図、(b)は袋本体3の他端に取り付けられた固定部材6d及び該固定部材に対し着脱自在に構成された芯材側スリーブ11bの組立図。It is a figure of the bag body 41 for ground reinforcement similarly concerning 3rd Embodiment, (a) is the core member side comprised detachably with respect to the fixing member 6a attached to the end of the bag main body 3, and this fixing member FIG. 4B is an assembly diagram of the sleeve 11a, and FIG. 4B is an assembly diagram of a fixing member 6d attached to the other end of the bag body 3 and a core side sleeve 11b configured to be detachable from the fixing member. 第3実施形態の変形例を示した断面図。Sectional drawing which showed the modification of 3rd Embodiment. 第3実施形態の別の変形例を示した断面図。Sectional drawing which showed another modification of 3rd Embodiment.

以下、本発明に係る地山補強用袋体の実施の形態について、添付図面を参照して説明する。   DESCRIPTION OF EMBODIMENTS Hereinafter, an embodiment of a natural ground reinforcing bag according to the present invention will be described with reference to the accompanying drawings.

[第1実施形態]
図1は、第1実施形態に係る地山補強用袋体を示した全体図及び配置図である。本実施形態に係る地山補強用袋体1は同図(a)に示すように、PC鋼より線で構成された芯材2が挿通配置されチューブ状に形成された袋本体3と、該袋本体の一端に取り付けられた第1の固定部材としての固定部材6aと、該袋本体の他端に取り付けられた第2の固定部材としての固定部材6bとを備えており、固定部材6a,6bを介して袋本体3の各端が芯材2にそれぞれ固定されることにより、該袋本体の内部に内部空間4が形成されるようになっているとともに、同図(b)に示すように、地山8に形成された補強材挿入孔7に挿入された状態で袋本体3の内部空間4にグラウト材を注入することにより、該袋本体を膨張させて補強材挿入孔7を押し拡げることができるようになっている。
[First embodiment]
1A and 1B are an overall view and a layout view showing a natural ground reinforcing bag according to the first embodiment. As shown in FIG. 1 (a), a ground body reinforcing bag body 1 according to the present embodiment includes a bag body 3 in which a core material 2 made of a PC steel wire is inserted and arranged in a tube shape, A fixing member 6a as a first fixing member attached to one end of the bag body, and a fixing member 6b as a second fixing member attached to the other end of the bag body, the fixing members 6a, Each end of the bag body 3 is fixed to the core member 2 via 6b, whereby an internal space 4 is formed inside the bag body, as shown in FIG. The grout material is injected into the inner space 4 of the bag body 3 while being inserted into the reinforcing material insertion hole 7 formed in the natural ground 8, thereby expanding the bag body and pushing the reinforcement material insertion hole 7. It can be expanded.

地山補強用袋体1は図2に示すように、芯材2が挿通され該芯材に固着される第1の芯材側スリーブとしての芯材側スリーブ11aと、芯材2が挿通され該芯材に固着される第2の芯材側スリーブとしての芯材側スリーブ11bとを備える。   As shown in FIG. 2, the ground pile reinforcing bag body 1 is inserted with a core material side sleeve 11 a as a first core material side sleeve through which the core material 2 is inserted and fixed to the core material, and the core material 2 is inserted. And a core material side sleeve 11b as a second core material side sleeve fixed to the core material.

固定部材6aは同図(a)及び図3に示すように、袋本体3の一端周縁13aが外周面に当接される第1の袋側スリーブとしての袋側スリーブ14a及び該一端周縁が袋側スリーブ14aとの間に狭着される第1のかしめ部材としてのかしめ部材15aからなる。   As shown in FIGS. 3A and 3, the fixing member 6 a includes a bag-side sleeve 14 a as a first bag-side sleeve in which the one end peripheral edge 13 a of the bag main body 3 is in contact with the outer peripheral surface, and the one end peripheral edge is a bag. It consists of a caulking member 15a as a first caulking member that is closely attached to the side sleeve 14a.

ここで、袋側スリーブ14aの内周面には、芯材側スリーブ11aの一端に形成された雄ネジ12aに螺合される雌ネジ16aを形成してあり、袋本体3の内部空間4に注入されるグラウト材の内圧上昇に伴って該袋本体が膨張する際、芯材2の材軸に沿った袋側スリーブ14aの移動ないしはずれが制限されるとともに、グラウト注入開始前後における芯材2の材軸に沿った袋側スリーブ14aの逆方向への移動(図2(a)では左方向)を防止するようになっている。   Here, on the inner peripheral surface of the bag-side sleeve 14 a, a female screw 16 a that is screwed into a male screw 12 a formed at one end of the core material-side sleeve 11 a is formed. When the bag body expands as the internal pressure of the injected grout material increases, the movement or detachment of the bag-side sleeve 14a along the material axis of the core material 2 is restricted, and the core material 2 before and after the start of the grout injection. The bag-side sleeve 14a is prevented from moving in the opposite direction along the material axis (leftward in FIG. 2A).

すなわち、芯材側スリーブ11aの雄ネジ12aと袋側スリーブ14aの雌ネジ16aは、それらのネジ係合作用によって、袋本体3の内圧上昇に伴う袋側スリーブ14aの移動を制限する移動制限機能を発揮するとともに、袋本体3の内圧がゼロ又は小さいときに袋側スリーブ14aが逆方向に移動するのを防止する機能を発揮する。   In other words, the male screw 12a of the core-side sleeve 11a and the female screw 16a of the bag-side sleeve 14a have a movement restricting function for restricting the movement of the bag-side sleeve 14a accompanying the increase in the internal pressure of the bag body 3 by their screw engaging action. And the function of preventing the bag-side sleeve 14a from moving in the reverse direction when the internal pressure of the bag body 3 is zero or small.

なお、芯材側スリーブ11aの他端には、袋側スリーブ14aが当接される移動制限部19を突設してあり、上述した芯材側スリーブ11aの雄ネジ12a及び袋側スリーブ14aの雌ネジ16aによる移動制限機能をさらに高めるようになっている。   The other end of the core side sleeve 11a is provided with a movement restricting portion 19 with which the bag side sleeve 14a abuts, and the male screw 12a of the core side sleeve 11a and the bag side sleeve 14a described above. The movement restriction function by the female screw 16a is further enhanced.

一方、固定部材6bは図2(b)及び図4に示すように、袋本体3の他端周縁13bが外周面に当接される第2の袋側スリーブとしての袋側スリーブ14b及び該他端周縁が袋側スリーブ14bとの間に狭着される第2のかしめ部材としてのかしめ部材15bからなるとともに、袋側スリーブ14bの内周面には、芯材側スリーブ11bの一端に形成された雄ネジ12bに螺合される雌ネジ16bを形成してあり、袋本体3の内部空間4に注入されるグラウト材の内圧上昇に伴って該袋本体が膨張する際、芯材2の材軸に沿った袋側スリーブ14bの移動ないしはずれが制限されるとともに、グラウト注入開始前後における芯材2の材軸に沿った袋側スリーブ14bの逆方向への移動(図2(b)では右方向)を防止するようになっている。   On the other hand, as shown in FIGS. 2B and 4, the fixing member 6b includes a bag-side sleeve 14b as a second bag-side sleeve in which the other peripheral edge 13b of the bag body 3 is in contact with the outer peripheral surface, and the other. A caulking member 15b as a second caulking member whose end peripheral edge is narrowly attached to the bag side sleeve 14b is formed on the inner peripheral surface of the bag side sleeve 14b at one end of the core side sleeve 11b. When the bag body expands as the internal pressure of the grout material injected into the internal space 4 of the bag body 3 increases, the core material 2 is formed. The movement or detachment of the bag-side sleeve 14b along the axis is restricted, and the bag-side sleeve 14b moves in the opposite direction along the material axis of the core 2 before and after the start of grout injection (right in FIG. 2 (b) Direction).

ここで、地山補強用袋体1は、芯材側スリーブ11bの一端の外周面に形成された雄ネジ12bに螺合される移動制限部材17を備えており、芯材側スリーブ11bの雄ネジ12bと袋側スリーブ14bの雌ネジ16bとのネジ係合作用と相俟って、袋本体3の内部空間4に注入されるグラウト材の内圧上昇に伴って該袋本体が膨張する際、芯材2の材軸に沿った袋側スリーブ14bの移動ないしはずれを制限する移動制限機能を発揮するようになっているとともに、芯材側スリーブ11bの他端には押圧保持部18を突設してあり、該押圧保持部によって移動制限部材17への袋側スリーブ14bの押圧状態が維持されることで、上述したネジ係合作用と相俟って、グラウト注入開始前後における芯材2の材軸に沿った袋側スリーブ14bの逆方向への移動を防止するようになっている。   Here, the natural ground reinforcing bag 1 includes a movement restricting member 17 that is screwed into a male screw 12b formed on the outer peripheral surface of one end of the core side sleeve 11b, and the male side of the core side sleeve 11b. When the bag body expands with the increase in the internal pressure of the grout material injected into the internal space 4 of the bag body 3 in combination with the screw engaging action of the screw 12b and the female screw 16b of the bag side sleeve 14b, A movement restricting function for restricting the movement or detachment of the bag side sleeve 14b along the material axis of the core material 2 is exhibited, and a pressing holding portion 18 is provided at the other end of the core material side sleeve 11b. By maintaining the pressing state of the bag-side sleeve 14b against the movement restricting member 17 by the pressing holding portion, the core material 2 before and after the start of grout injection is coupled with the above-described screw engagement action. Bag side sleeve 14b along the material axis So as to prevent movement in the opposite direction.

芯材側スリーブ11aの移動制限部19と芯材側スリーブ11bの押圧保持部18には、それら芯材側スリーブの外周面側と内周面側とを互いに連通させることが可能な接着剤充填孔20a,20bをそれぞれ設けてあり、該接着剤充填孔を介して芯材側スリーブ11a,11bの内周面と芯材2の周面との隙間にエポキシ樹脂等の接着剤をそれぞれ充填できるようになっている。   The movement restricting portion 19 of the core material side sleeve 11a and the pressing holding portion 18 of the core material side sleeve 11b are filled with an adhesive that allows the outer peripheral surface side and the inner peripheral surface side of the core material side sleeve to communicate with each other. Holes 20a and 20b are provided, respectively, and an adhesive such as an epoxy resin can be filled in the gap between the inner peripheral surface of the core material side sleeves 11a and 11b and the peripheral surface of the core material 2 through the adhesive filling holes. It is like that.

かしめ部材15a,15bは、袋側スリーブ14a,14bの外径よりも内径が大きなステンレス製やアルミニウム製のスリーブ状で構成してあり、かしめ部材15bで説明すれば図5に示すように、袋本体3の他端周縁13bを袋側スリーブ14bの外周面に沿って襞状に折り曲げて該袋側スリーブに当接し、その上から袋側スリーブ14bと同軸になるように被せた後、所定の工具でかしめることにより、袋本体3の他端周縁13bを袋側スリーブ14bとの間に狭着することができる。   The caulking members 15a and 15b are formed in a sleeve shape made of stainless steel or aluminum having an inner diameter larger than the outer diameter of the bag side sleeves 14a and 14b. If the caulking member 15b is described, as shown in FIG. The other end peripheral edge 13b of the main body 3 is bent in a hook shape along the outer peripheral surface of the bag-side sleeve 14b, is brought into contact with the bag-side sleeve, and is put on the bag-side sleeve 14b so as to be coaxial with the bag-side sleeve 14b. By caulking with a tool, the other peripheral edge 13b of the bag body 3 can be tightly fitted between the bag side sleeve 14b.

本実施形態に係る地山補強用袋体1は図2でよくわかるように、袋側スリーブ14aをその内径Daが、芯材側スリーブ11bの外径Dbよりも大きくなるように構成してあり、芯材側スリーブ11bが芯材2に固着された状態で該芯材側スリーブを通り越すように、袋側スリーブ14aを芯材2に沿って前進させることができるようになっている。   In the natural ground reinforcing bag body 1 according to the present embodiment, the bag-side sleeve 14a is configured such that the inner diameter Da is larger than the outer diameter Db of the core-side sleeve 11b, as can be seen in FIG. The bag side sleeve 14a can be advanced along the core material 2 so as to pass through the core material side sleeve while the core material side sleeve 11b is fixed to the core material 2.

本実施形態に係る地山補強用袋体1の各端部を芯材2に固定するには、まず、図6に示すように、芯材2を芯材側スリーブ11a,11bに挿通し、該芯材側スリーブを袋本体3が膨張したときの該袋本体の端部位置に位置合わせした後、接着剤充填孔20a,20bを介して芯材側スリーブ11a,11bの内周面と芯材2の周面との隙間にエポキシ樹脂等の接着剤をそれぞれ充填することで、芯材側スリーブ11a,11bを芯材2に固着する。   In order to fix each end of the ground pile reinforcing bag 1 according to the present embodiment to the core material 2, first, as shown in FIG. 6, the core material 2 is inserted into the core material side sleeves 11a and 11b, After aligning the core material side sleeve with the position of the end of the bag body when the bag body 3 is inflated, the inner peripheral surface of the core material side sleeves 11a and 11b and the core through the adhesive filling holes 20a and 20b. The core material side sleeves 11 a and 11 b are fixed to the core material 2 by filling the gap between the peripheral surface of the material 2 with an adhesive such as an epoxy resin.

ここで、芯材側スリーブ11a及び芯材側スリーブ11bは、芯材2の端部のうち、後工程において袋本体3が挿入される側の端部、同図で言えば左側端部を挿入端部とするとともに、かかる挿入端部から離隔した位置に芯材側スリーブ11aが、近接した位置に芯材側スリーブ11bがそれぞれ配置されるように芯材2に固着する。   Here, the core material side sleeve 11a and the core material side sleeve 11b insert the end portion of the core material 2 into the end portion on the side where the bag body 3 is inserted in the subsequent process, that is, the left end portion in the figure. The core material side sleeve 11a is fixed to the core material 2 so that the core material side sleeve 11a is disposed at a position separated from the insertion end portion, and the core material side sleeve 11b is disposed at a close position.

一方、袋本体3の端部周縁13a,13bを袋側スリーブ14a,14bとかしめ部材15a,15bとの間にそれぞれ狭着することで、袋本体3の各端部に固定部材6a,6bを予め取り付けておく。   On the other hand, the end peripheral edges 13a and 13b of the bag main body 3 are tightly fitted between the bag side sleeves 14a and 14b and the caulking members 15a and 15b, so that the fixing members 6a and 6b are attached to the end portions of the bag main body 3, respectively. Install it in advance.

次に、袋本体3の一端に取り付けた固定部材6aの袋側スリーブ14aに芯材2をその挿入端部から挿通し、その状態のまま、袋本体3を芯材2の材軸に沿って前進(図6では右方向に移動)させる。そして、芯材2に先行固着された芯材側スリーブ11bを通り越すようにして、芯材側スリーブ11aまで前進させる。   Next, the core material 2 is inserted from the insertion end portion into the bag side sleeve 14a of the fixing member 6a attached to one end of the bag body 3, and the bag body 3 is moved along the material axis of the core material 2 in this state. Advance (move to the right in FIG. 6). And it advances to the core material side sleeve 11a so that it may pass through the core material side sleeve 11b fixed to the core material 2 in advance.

次に、袋本体3を芯材2の材軸廻りに回転させることで、固定部材6aを構成する袋側スリーブ14aの雌ネジ16aを芯材側スリーブ11aの雄ネジ12aにねじ込むとともに、固定部材6bを構成する袋側スリーブ14bの雌ネジ16bを芯材側スリーブ11bの雄ネジ12bにねじ込む。かかる螺着作業は、袋側スリーブ14aの先端が芯材側スリーブ11aに設けられた移動制限部19に当接されるとともに、袋側スリーブ14bの基端側の端部、すなわち袋本体3が配置された側の端部が芯材側スリーブ11bに設けられた押圧保持部18に当接されるまで行う。   Next, by rotating the bag body 3 around the material axis of the core material 2, the female screw 16a of the bag side sleeve 14a constituting the fixing member 6a is screwed into the male screw 12a of the core material side sleeve 11a and the fixing member The female screw 16b of the bag side sleeve 14b constituting the 6b is screwed into the male screw 12b of the core material side sleeve 11b. In this screwing operation, the distal end of the bag side sleeve 14a is brought into contact with the movement restricting portion 19 provided in the core material side sleeve 11a, and the proximal end of the bag side sleeve 14b, that is, the bag body 3 is moved. The process is performed until the end of the arranged side comes into contact with the press holding part 18 provided in the core material side sleeve 11b.

次に、芯材側スリーブ11bの一端に形成された雄ネジ12bに移動制限部材17を螺合し、袋側スリーブ14bに当接されるまでねじ込む。   Next, the movement restricting member 17 is screwed into the male screw 12b formed at one end of the core side sleeve 11b, and screwed in until it comes into contact with the bag side sleeve 14b.

図7は、袋本体3の一端に取り付けられた固定部材6aを芯材側スリーブ11aを介して芯材2に固定するとともに、他端に取り付けられた固定部材6bを芯材側スリーブ11b及び移動制限部材17を介して芯材2に固定した様子を示したものである。   FIG. 7 shows that the fixing member 6a attached to one end of the bag body 3 is fixed to the core member 2 via the core member side sleeve 11a, and the fixing member 6b attached to the other end is moved to the core member side sleeve 11b and moved. The state fixed to the core material 2 via the limiting member 17 is shown.

このように袋本体3の各端を芯材2に固定したならば、図1(b)で説明した通り、地山補強用袋体1を芯材2とともに地山8に形成された補強材挿入孔7に挿入し、次いで、図示しないグラウト注入パイプを介して袋本体3の内部空間4にグラウト材を注入する。   If each end of the bag body 3 is fixed to the core material 2 in this way, the reinforcing material formed on the natural ground 8 together with the core material 2 as shown in FIG. Then, the grout material is injected into the internal space 4 of the bag body 3 through a grout injection pipe (not shown).

このようにすると、グラウト材注入開始前後における袋側スリーブ14aの逆方向移動、すなわち袋本体側への戻りは、該袋側スリーブの内面に形成された雌ネジ16aと芯材側スリーブ11aの雄ネジ12aとのネジ係合作用によって防止されるとともに、袋側スリーブ14bの逆方向移動、すなわち袋本体側への戻りは、芯材側スリーブ11bに形成された押圧保持部18によって防止される。   In this manner, the bag-side sleeve 14a is moved in the reverse direction before and after the start of the grout injection, that is, the bag-side sleeve is returned to the bag body side by the female screw 16a formed on the inner surface of the bag-side sleeve and the male-side sleeve 11a. While being prevented by the screw engaging action with the screw 12a, the reverse movement of the bag side sleeve 14b, that is, the return to the bag main body side is prevented by the press holding portion 18 formed on the core side sleeve 11b.

また、グラウト材の注入作業が進行して袋本体3の内圧が上昇したとき、該内圧上昇に伴って袋本体3が膨張し、該袋本体の各端部に取り付けられた固定部材6a,6bが袋本体3が配置された側と反対の側にそれぞれ移動しようとするが、固定部材6aにおいては、袋側スリーブ14aの内面に形成された雌ネジ16aと芯材側スリーブ11aの雄ネジ12aとのネジ係合作用及び該芯材側スリーブに設けられた移動制限部19の協働作用によって袋側スリーブ14aの移動が制限されるとともに、固定部材6bにおいては、袋側スリーブ14bの内面に形成された雌ネジ16bと芯材側スリーブ11bの雄ネジ12bとのネジ係合作用及び該芯材側スリーブに螺着された移動制限部材17の協働作用によって袋側スリーブ14bの移動が制限される。   Further, when the grout injection operation proceeds and the internal pressure of the bag body 3 increases, the bag body 3 expands with the increase of the internal pressure, and the fixing members 6a and 6b attached to the respective ends of the bag body. However, in the fixing member 6a, the female screw 16a formed on the inner surface of the bag-side sleeve 14a and the male screw 12a of the core-side sleeve 11a are intended to move to the side opposite to the side where the bag body 3 is disposed. The movement of the bag-side sleeve 14a is restricted by the screw engagement action of the screw and the cooperative action of the movement restricting portion 19 provided on the core-side sleeve, and the fixing member 6b has an inner surface of the bag-side sleeve 14b. The movement of the bag-side sleeve 14b is caused by the screw engaging action of the formed female screw 16b and the male screw 12b of the core material side sleeve 11b and the cooperative action of the movement restricting member 17 screwed to the core material side sleeve. It is limited.

以上説明したように、本実施形態に係る地山補強用袋体1によれば、袋本体3の各端部に固定部材6a,6bを取り付ける作業については、剛性が高く全長も長い芯材2を取り回す必要がない分、短時間で作業を済ませることができるとともに、袋本体3の各端部を芯材2に固定する作業自体は、芯材側スリーブ11a,11bをそれぞれ芯材2に固着し、次いで、これらの芯材側スリーブ11a,11bに袋側スリーブ14a,14bをそれぞれ取り付けるだけで足りる。   As described above, according to the ground pile reinforcing bag body 1 according to the present embodiment, the core member 2 having a high rigidity and a long overall length is provided for the work of attaching the fixing members 6a and 6b to each end portion of the bag body 3. The work itself can be completed in a short amount of time because it is not necessary to arrange the core, and the work itself of fixing each end portion of the bag body 3 to the core material 2 is performed by attaching the core material side sleeves 11a and 11b to the core material 2, respectively. It is sufficient that the bag-side sleeves 14a and 14b are respectively attached to the core-side sleeves 11a and 11b.

また、袋側スリーブ14aの内径Daを芯材側スリーブ11bの外径Dbよりも大きく設定することで、芯材側スリーブ11bを通り越すように袋側スリーブ14aを芯材2に沿って移動させることが可能となり、芯材側スリーブ11a,11bの芯材2への固着作業を先行して行うことができる。   Further, by setting the inner diameter Da of the bag side sleeve 14a to be larger than the outer diameter Db of the core material side sleeve 11b, the bag side sleeve 14a is moved along the core material 2 so as to pass over the core material side sleeve 11b. The core material side sleeves 11a and 11b can be fixed to the core material 2 in advance.

そのため、袋本体3への固定部材6a,6bの取付け作業と芯材側スリーブ11a,11bの芯材2への固着作業とを同時に進行させることができるとともに、芯材側スリーブ11a,11bの芯材2への固着作業を全て終えた後で、固定部材6a,6bの袋側スリーブ14a,14bを芯材側スリーブ11a,11bに取り付けることが可能となり、かくして、剛性が高く取り回しが面倒な芯材2に対して袋本体3の端部周縁を襞状に折り曲げながら番線や結束バンドで固着していた従来に比べ、内圧上昇によるグラウト材の漏出を確実に防止できるだけではなく、袋本体3の各端部を芯材2に固着する際の全体の作業性も格段に向上する。   Therefore, the attaching operation of the fixing members 6a and 6b to the bag body 3 and the fixing operation of the core material side sleeves 11a and 11b to the core material 2 can be simultaneously performed, and the cores of the core material side sleeves 11a and 11b are allowed to proceed simultaneously. After all the fixing work to the material 2 is completed, it becomes possible to attach the bag side sleeves 14a, 14b of the fixing members 6a, 6b to the core material side sleeves 11a, 11b, and thus the core having high rigidity and troublesome handling. Compared to the conventional case in which the peripheral edge of the bag body 3 is bent in a bowl shape with respect to the material 2 and fixed with a wire or a binding band, the leakage of the grout material due to an increase in internal pressure can be prevented reliably. The overall workability when fixing each end to the core material 2 is also greatly improved.

また、本実施形態に係る地山補強用袋体1によれば、袋側スリーブ14aは、芯材側スリーブ11aとのネジ係合作用及び芯材側スリーブ11aに設けられた移動制限部19による当接作用という2つの協働作用により、袋側スリーブ14bは、芯材側スリーブ11bとのネジ係合作用及び芯材側スリーブ11bに螺着された移動制限部材17による当接作用という2つの協働作用により、それぞれ袋本体3が配置された側と反対の側への移動が制限されるため、グラウト材注入によって内圧が上昇してもグラウト材が漏出するおそれはないし、袋側スリーブ14aは、芯材側スリーブ11aとのネジ係合作用により、袋側スリーブ14bは、芯材側スリーブ11bとのネジ係合作用及び芯材側スリーブ11bに突設された押圧保持部18による当接作用という2つの協働作用により、それぞれ袋本体3が配置された側への逆方向移動、いわば戻りが防止されるため、グラウト材の注入開始前後におけるグラウト材の漏出を未然に防止することができる。   Further, according to the ground pile reinforcing bag body 1 according to the present embodiment, the bag side sleeve 14a is caused by the screw engaging action with the core material side sleeve 11a and the movement restricting portion 19 provided in the core material side sleeve 11a. Due to the two cooperating actions of the abutting action, the bag side sleeve 14b has two actions of the screw engaging action with the core side sleeve 11b and the abutting action by the movement restricting member 17 screwed to the core side sleeve 11b. Because of the cooperative action, the movement to the side opposite to the side where the bag body 3 is disposed is limited. Therefore, there is no possibility that the grout material leaks even if the internal pressure increases due to the grout material injection, and the bag side sleeve 14a. The bag-side sleeve 14b is brought into contact with the screw engaging action with the core material side sleeve 11b and the pressing holding portion 18 protruding from the core material side sleeve 11b by the screw engaging action with the core material side sleeve 11a. The two collaborative actions of the abutting action prevent reverse movement to the side where the bag body 3 is arranged, in other words, so-called return, thus preventing leakage of the grout material before and after the start of the grout material injection. can do.

また、本実施形態に係る地山補強用袋体1によれば、接着剤充填孔20a,20bを介して芯材側スリーブ11a,11bの内周面と芯材2の周面との隙間にエポキシ樹脂等の接着剤をそれぞれ充填するように構成したので、芯材側スリーブ11a,11bをPC鋼より線で構成された芯材2に強固に固着することができるとともに、その結果として、芯材2の引張強度特性を十分に発揮させた地山補強が可能となる。   In addition, according to the ground pile reinforcing bag body 1 according to the present embodiment, the gap between the inner peripheral surface of the core material side sleeves 11a and 11b and the peripheral surface of the core material 2 through the adhesive filling holes 20a and 20b. Since it is configured to be filled with an adhesive such as an epoxy resin, the core material side sleeves 11a and 11b can be firmly fixed to the core material 2 made of PC steel wire, and as a result, the core Reinforcement of natural ground that fully exhibits the tensile strength characteristics of the material 2 is possible.

本実施形態では、芯材側スリーブ11aに移動制限部19を設けるようにしたが、袋側スリーブ14aの内面に形成された雌ネジ16aと芯材側スリーブ11aの雄ネジ12aとのネジ係合作用で袋側スリーブ14aの移動を十分に制限できるのであれば、移動制限部19を省略してもかまわない。この場合、袋側スリーブ14aを防水テープ等を用いて芯材側スリーブ11aに適宜位置決めするのがよい。   In the present embodiment, the movement restricting portion 19 is provided in the core side sleeve 11a. However, the screw engagement between the female screw 16a formed on the inner surface of the bag side sleeve 14a and the male screw 12a of the core side sleeve 11a. If the movement of the bag-side sleeve 14a can be sufficiently restricted, the movement restricting portion 19 may be omitted. In this case, the bag side sleeve 14a may be appropriately positioned on the core material side sleeve 11a using a waterproof tape or the like.

同様に、芯材側スリーブ11bに移動制限部材17を螺合するようにしたが、袋側スリーブ14bの内面に形成された雌ネジ16bと芯材側スリーブ11bの雄ネジ12bとのネジ係合作用で袋側スリーブ14bの移動を十分に制限できるのであれば、移動制限部材17を省略してもかまわない。この場合においても、袋側スリーブ14bを防水テープ等を用いて芯材側スリーブ11bに適宜位置決めするのがよい。   Similarly, the movement restricting member 17 is screwed into the core side sleeve 11b. However, the screw engagement between the female screw 16b formed on the inner surface of the bag side sleeve 14b and the male screw 12b of the core side sleeve 11b. If the movement of the bag-side sleeve 14b can be sufficiently limited, the movement limiting member 17 may be omitted. Even in this case, the bag-side sleeve 14b may be appropriately positioned on the core material-side sleeve 11b using a waterproof tape or the like.

また、本実施形態では、袋本体3の一端に第1の固定部材としての固定部材6aを取り付けて該固定部材を芯材側スリーブ11aを介して芯材2に固定するとともに、袋本体3の他端に第2の固定部材としての固定部材6bを取り付けて該固定部材を芯材側スリーブ11bを介して芯材2に固定するようにしたが、袋本体3の両端を必ずしも上述の構成で芯材2に固定しなければならないわけではない。   In the present embodiment, a fixing member 6a as a first fixing member is attached to one end of the bag body 3 to fix the fixing member to the core material 2 via the core material side sleeve 11a. A fixing member 6b as a second fixing member is attached to the other end, and the fixing member is fixed to the core material 2 via the core material side sleeve 11b. However, both ends of the bag body 3 are not necessarily configured as described above. It does not have to be fixed to the core material 2.

すなわち、袋本体3の一端に固定部材6aを取り付けて該固定部材を芯材側スリーブ11aを介して芯材2に固定する一方、袋本体本体3の他端については他の方法、例えば番線や拘束バンドを用いた従来の方法で芯材2に固定するようにしてもかまわない。   That is, the fixing member 6a is attached to one end of the bag body 3 and the fixing member is fixed to the core material 2 via the core material side sleeve 11a, while the other end of the bag body 3 is subjected to other methods such as a wire or You may make it fix to the core material 2 by the conventional method using a restraint band.

この場合、固定部材6a、袋側スリーブ14a、かしめ部材15a、芯材側スリーブ11aが、それぞれ第1の発明に係る固定部材、袋側スリーブ、かしめ部材、芯材側スリーブとなる。   In this case, the fixing member 6a, the bag side sleeve 14a, the caulking member 15a, and the core material side sleeve 11a are respectively the fixing member, the bag side sleeve, the caulking member, and the core material side sleeve according to the first invention.

なお、かかる変形例の場合、袋側スリーブ14aは、内径に関する制限を受けない。   In the case of such a modification, the bag-side sleeve 14a is not limited with respect to the inner diameter.

また、袋本体3の他端に固定部材6bを取り付けて該固定部材を芯材側スリーブ11bを介して芯材2に固定する一方、袋本体本体3の一端については他の方法、例えば番線や拘束バンドを用いた従来の方法で芯材2に固定するようにしてもかまわない。   In addition, the fixing member 6b is attached to the other end of the bag body 3 and the fixing member is fixed to the core material 2 via the core material side sleeve 11b. You may make it fix to the core material 2 by the conventional method using a restraint band.

この場合、固定部材6b、袋側スリーブ14b、かしめ部材15b、芯材側スリーブ11bが、それぞれ第1の発明に係る固定部材、袋側スリーブ、かしめ部材、芯材側スリーブとなる。   In this case, the fixing member 6b, the bag side sleeve 14b, the caulking member 15b, and the core material side sleeve 11b are respectively the fixing member, the bag side sleeve, the caulking member, and the core material side sleeve according to the first invention.

[第2実施形態]
次に、第2実施形態に係る地山補強用袋体について説明する。なお、上述の実施形態と実質的に同一の部品等については同一の符号を付してその説明を省略する。
[Second Embodiment]
Next, the ground reinforcement bag according to the second embodiment will be described. Note that components that are substantially the same as those of the above-described embodiment are denoted by the same reference numerals, and description thereof is omitted.

第2実施形態に係る地山補強用袋体31は図8及び図9に示すように、袋本体3と、芯材2が挿通され該芯材に固着される第1の芯材側スリーブとしての芯材側スリーブ11aと、芯材2が挿通され該芯材に固着される第2の芯材側スリーブとしての芯材側スリーブ11bと、袋本体3の一端に取り付けられた第1の固定部材としての固定部材6aと、袋本体3の他端に取り付けられた第2の固定部材としての固定部材6cとを備えており、固定部材6a,6c及び芯材側スリーブ11a,11cを介して袋本体3の各端が芯材2にそれぞれ固定されることにより、該袋本体の内部に内部空間4が形成されるようになっているとともに、図1(b)で説明したように、地山8に形成された補強材挿入孔7に挿入された状態で袋本体3の内部空間4にグラウト材を注入することにより、該袋本体を膨張させて補強材挿入孔7を押し拡げることができるようになっている。   As shown in FIGS. 8 and 9, the ground pile reinforcing bag body 31 according to the second embodiment is a bag body 3 and a first core material side sleeve through which the core material 2 is inserted and fixed to the core material. Core material side sleeve 11 a, core material side sleeve 11 b as a second core material side sleeve through which the core material 2 is inserted and fixed to the core material, and a first fixing attached to one end of the bag body 3. A fixing member 6a as a member and a fixing member 6c as a second fixing member attached to the other end of the bag body 3 are provided, and the fixing members 6a and 6c and the core side sleeves 11a and 11c are interposed. Each end of the bag body 3 is fixed to the core member 2 so that an internal space 4 is formed inside the bag body. As described with reference to FIG. The inner space 4 of the bag body 3 in a state of being inserted into the reinforcing material insertion hole 7 formed in the mountain 8 By injecting grout, so that can be expanded down the reinforcing member insertion hole 7 by expanding the bag body.

固定部材6cは図9(b)に示すように、固定部材6bと同様、袋本体3の他端周縁13bが外周面に当接される第2の袋側スリーブとしての袋側スリーブ14c及び該他端周縁が袋側スリーブ14cとの間に狭着される第2のかしめ部材としてのかしめ部材15cからなるとともに、袋側スリーブ14cの内周面には、芯材側スリーブ11cの一端に形成された雄ネジ12cに螺合される雌ネジ16cを形成してあり、袋本体3の内部空間4に注入されるグラウト材の内圧上昇に伴って該袋本体が膨張する際、芯材2の材軸に沿った袋側スリーブ14cの移動ないしはずれが制限されるとともに、グラウト注入開始前後における芯材2の材軸に沿った袋側スリーブ14cの逆方向への移動を防止するようになっている。   As shown in FIG. 9B, the fixing member 6c is similar to the fixing member 6b, the bag-side sleeve 14c as a second bag-side sleeve with which the other peripheral edge 13b of the bag body 3 is brought into contact with the outer peripheral surface, and the bag-side sleeve 14c. It comprises a caulking member 15c as a second caulking member, the other end periphery of which is narrowly attached to the bag side sleeve 14c, and is formed on one end of the core side sleeve 11c on the inner peripheral surface of the bag side sleeve 14c. A female screw 16c is formed to be screwed to the male screw 12c, and when the bag body expands as the internal pressure of the grout material injected into the inner space 4 of the bag body 3 increases, the core material 2 The movement or detachment of the bag-side sleeve 14c along the material axis is restricted, and the bag-side sleeve 14c is prevented from moving in the reverse direction along the material axis of the core 2 before and after the start of grout injection. Yes.

また、芯材側スリーブ11cの他端には、袋側スリーブ14cが当接される移動制限部19を突設してあり、上述した芯材側スリーブ11cの雄ネジ12c及び袋側スリーブ14cの雌ネジ16cによる移動制限機能をさらに高めるようになっている。   Further, the other end of the core side sleeve 11c is provided with a movement restricting portion 19 with which the bag side sleeve 14c is brought into contact, and the male screw 12c of the core side sleeve 11c and the bag side sleeve 14c described above. The movement limiting function by the female screw 16c is further enhanced.

ここで、芯材側スリーブ11aの雄ネジ12a及び袋側スリーブ14aの雌ネジ16aが右ネジであるのに対し、芯材側スリーブ11cの外周面に形成された雄ネジ12c及びそれに螺合されるように袋側スリーブ14cの内面に形成された雌ネジ16cは、左ネジとしてある。   Here, while the male screw 12a of the core material side sleeve 11a and the female screw 16a of the bag side sleeve 14a are right screws, the male screw 12c formed on the outer peripheral surface of the core material side sleeve 11c and screwed thereto. Thus, the female screw 16c formed on the inner surface of the bag-side sleeve 14c is a left-hand screw.

芯材側スリーブ11cの移動制限部19には、該芯材側スリーブの外周面側と内周面側とを互いに連通させることが可能な接着剤充填孔20cを設けてあり、該接着剤充填孔を介して芯材側スリーブ11cの内周面と芯材2の周面との隙間にエポキシ樹脂等の接着剤を充填できるようになっている。   The movement restricting portion 19 of the core material side sleeve 11c is provided with an adhesive filling hole 20c that allows the outer peripheral surface side and the inner peripheral surface side of the core material side sleeve to communicate with each other. An adhesive such as an epoxy resin can be filled in the gap between the inner peripheral surface of the core material side sleeve 11c and the peripheral surface of the core material 2 through the hole.

かしめ部材15cは、袋側スリーブ14cの外径よりも内径が大きなステンレス製やアルミニウム製のスリーブ状で構成してあり、図5で説明したかしめ部材15bと同様、袋本体3の他端周縁13bを袋側スリーブ14cの外周面に沿って襞状に折り曲げて該袋側スリーブに当接し、その上から袋側スリーブ14cと同軸になるように被せた後、所定の工具でかしめることにより、袋本体3の他端周縁13bを袋側スリーブ14cとの間に狭着することができる。   The caulking member 15c has a sleeve shape made of stainless steel or aluminum having an inner diameter larger than the outer diameter of the bag-side sleeve 14c, and, similarly to the caulking member 15b described in FIG. Is folded in a hook shape along the outer peripheral surface of the bag side sleeve 14c, abutted against the bag side sleeve, covered with the bag side sleeve 14c from above, and then caulked with a predetermined tool, The other end periphery 13b of the bag body 3 can be tightly fitted between the bag side sleeve 14c.

本実施形態に係る地山補強用袋体31の各端部を芯材2に固定するには、まず、袋本体3の端部周縁13a,13bを袋側スリーブ14a,14cとかしめ部材15a,15cとの間にそれぞれ狭着することで、袋本体3の各端部に固定部材6a,6cを取り付ける。   In order to fix each end portion of the ground pile reinforcing bag body 31 according to the present embodiment to the core member 2, first, the end peripheral edges 13a and 13b of the bag body 3 are connected to the bag side sleeves 14a and 14c and the caulking member 15a, The fixing members 6a and 6c are attached to the respective end portions of the bag body 3 by being closely attached to each other.

次に、かかる袋本体3が芯材側スリーブ11a,11cの間に配置されるように、芯材側スリーブ11a,袋本体3、芯材側スリーブ11cの順序で芯材2に挿通する。   Next, the core material side sleeve 11a, the bag body 3, and the core material side sleeve 11c are inserted into the core material 2 in this order so that the bag main body 3 is disposed between the core material side sleeves 11a and 11c.

次に、芯材側スリーブ11a,11cを袋本体3が膨張したときの該袋本体の端部位置に位置合わせした後、接着剤充填孔20a,20cを介して芯材側スリーブ11a,11cの内周面と芯材2の周面との隙間にエポキシ樹脂等の接着剤をそれぞれ充填することで、芯材側スリーブ11a,11cを芯材2に固着する。   Next, after aligning the core side sleeves 11a and 11c with the end positions of the bag body 3 when the bag body 3 is inflated, the core side sleeves 11a and 11c are inserted into the core side sleeves 11a and 11c via the adhesive filling holes 20a and 20c. The core material side sleeves 11 a and 11 c are fixed to the core material 2 by filling the gap between the inner peripheral surface and the peripheral surface of the core material 2 with an adhesive such as epoxy resin.

なお、袋本体3が芯材側スリーブ11a,11cの固着作業の邪魔になる場合には、芯材2の材軸に沿って袋本体3を縮めることで、袋本体3の各端部を芯材側スリーブ11a,11cから適宜退避させておけばよい。   When the bag body 3 obstructs the fixing work of the core material side sleeves 11a and 11c, the bag body 3 is contracted along the material axis of the core material 2 so that each end of the bag body 3 is cored. What is necessary is just to evacuate suitably from the material side sleeves 11a and 11c.

次に、袋本体3を芯材2の材軸廻りに回転させながら、芯材側スリーブ11aの外周面に形成された雄ネジ12aに袋側スリーブ14aの内周面に形成された雌ネジ16aを螺合するとともに、芯材側スリーブ11cの外周面に形成された雄ネジ12cに袋側スリーブ14cの内周面に形成された雌ネジ16cを螺合する。   Next, while rotating the bag body 3 about the material axis of the core material 2, the female screw 16a formed on the inner peripheral surface of the bag side sleeve 14a is connected to the male screw 12a formed on the outer peripheral surface of the core side sleeve 11a. And the female screw 16c formed on the inner peripheral surface of the bag side sleeve 14c is screwed into the male screw 12c formed on the outer peripheral surface of the core side sleeve 11c.

ここで、芯材側スリーブ11aの雄ネジ12a及びそれに螺合される袋側スリーブ14aの雌ネジ16aがそれぞれ右ネジであるのに対し、芯材側スリーブ11cの雄ネジ12c及びそれに螺合される袋側スリーブ14cの雌ネジ16cは左ネジとしてあるため、袋本体3を所定の方向に回転させることにより、袋側スリーブ14aが芯材側スリーブ11aに螺合されると同時に、袋側スリーブ14cが芯材側スリーブ11cに螺合される。   Here, the male screw 12a of the core material side sleeve 11a and the female screw 16a of the bag side sleeve 14a screwed to the male screw 12a are right screws, respectively, whereas the male screw 12c of the core material side sleeve 11c and the female screw 16a of the bag side sleeve 11a are screwed thereto. Since the female screw 16c of the bag-side sleeve 14c is a left-hand screw, by rotating the bag body 3 in a predetermined direction, the bag-side sleeve 14a is screwed into the core material-side sleeve 11a and at the same time, the bag-side sleeve 14c is screwed into the core material side sleeve 11c.

このように袋本体3の各端を芯材2に固定したならば、図1(b)で説明したと同様に、地山補強用袋体31を芯材2とともに地山8に形成された補強材挿入孔7に挿入し、次いで、図示しないグラウト注入パイプを介して袋本体3の内部空間4にグラウト材を注入する。   If each end of the bag body 3 is fixed to the core material 2 in this way, the ground pile reinforcing bag 31 is formed on the natural ground 8 together with the core material 2 as described with reference to FIG. Then, the grout material is injected into the inner space 4 of the bag body 3 through a grout injection pipe (not shown).

このようにすると、グラウト材注入開始前後における袋側スリーブ14aの逆方向移動、すなわち袋本体側への戻りは、該袋側スリーブの内面に形成された雌ネジ16aと芯材側スリーブ11aの雄ネジ12aとのネジ係合作用によって防止されるとともに、袋側スリーブ14cの逆方向移動、すなわち袋本体側への戻りは、該袋側スリーブの内面に形成された雌ネジ16cと芯材側スリーブ11cの雄ネジ12cとのネジ係合作用によって防止される。   In this manner, the bag-side sleeve 14a is moved in the reverse direction before and after the start of the grout injection, that is, the bag-side sleeve is returned to the bag body side by the female screw 16a formed on the inner surface of the bag-side sleeve and the male-side sleeve 11a. While being prevented by the screw engaging action with the screw 12a, the bag side sleeve 14c is moved in the reverse direction, that is, returned to the bag main body side, with the female screw 16c formed on the inner surface of the bag side sleeve and the core side sleeve. This is prevented by the screw engaging action with the male screw 12c of 11c.

また、グラウト材の注入作業が進行して袋本体3の内圧が上昇したとき、該内圧上昇に伴って袋本体3が膨張し、該袋本体の各端部に取り付けられた固定部材6a,6cが袋本体3が配置された側と反対の側にそれぞれ移動しようとするが、固定部材6aにおいては、袋側スリーブ14aの内面に形成された雌ネジ16aと芯材側スリーブ11aの雄ネジ12aとのネジ係合作用及び該芯材側スリーブに設けられた移動制限部19による当接作用という2つの協働作用によって袋側スリーブ14aの移動が制限されるとともに、固定部材6cにおいても、袋側スリーブ14cの内面に形成された雌ネジ16cと芯材側スリーブ11cの雄ネジ12cとのネジ係合作用及び該芯材側スリーブに設けられた移動制限部19による当接作用という2つの協働作用によって袋側スリーブ14cの移動が制限される。   Further, when the grout injection operation progresses and the internal pressure of the bag body 3 increases, the bag body 3 expands with the increase of the internal pressure, and the fixing members 6a and 6c attached to the respective ends of the bag body. However, in the fixing member 6a, the female screw 16a formed on the inner surface of the bag-side sleeve 14a and the male screw 12a of the core-side sleeve 11a are intended to move to the side opposite to the side where the bag body 3 is disposed. The movement of the bag-side sleeve 14a is restricted by two cooperating actions, namely, the screw engagement action and the contact action by the movement restricting portion 19 provided on the core-side sleeve. The screw engagement action of the female screw 16c formed on the inner surface of the side sleeve 14c and the male screw 12c of the core material side sleeve 11c and the contact action by the movement restricting portion 19 provided in the core material side sleeve 2 Movement of the bag side sleeve 14c is limited by a cooperating action.

以上説明したように、本実施形態に係る地山補強用袋体31によれば、袋本体3の各端部に固定部材6a,6cを取り付ける作業については、剛性が高く全長も長い芯材2を取り回す必要がない分、短時間で作業を済ませることができるとともに、袋本体3の各端部を芯材2に固定する作業自体は、芯材側スリーブ11a,11cをそれぞれ芯材2に固着し、次いで、これらの芯材側スリーブ11a,11cに袋側スリーブ14a,14cをそれぞれ取り付けるだけで足りる。   As described above, according to the ground pile reinforcing bag body 31 according to the present embodiment, the core member 2 having a high rigidity and a long overall length is provided for the operation of attaching the fixing members 6a and 6c to the respective end portions of the bag body 3. The work itself can be completed in a short amount of time because there is no need to manage the core, and the work itself of fixing each end portion of the bag body 3 to the core material 2 is performed by attaching the core material side sleeves 11a and 11c to the core material 2, respectively. Then, it is sufficient to attach the bag-side sleeves 14a and 14c to the core material-side sleeves 11a and 11c, respectively.

そのため、取り回しが面倒な芯材2に対して袋本体3の端部周縁を襞状に折り曲げながら番線や結束バンドで固着していた従来に比べ、内圧上昇によるグラウト材の漏出を確実に防止できるだけではなく、袋本体3の各端部を芯材2に固着する際の全体の作業性も格段に向上する。   Therefore, it is possible to reliably prevent leakage of the grout material due to an increase in internal pressure, as compared with the conventional case where the end periphery of the bag body 3 is bent in a hook shape with respect to the core material 2 which is troublesome to handle, and fixed with a wire or a binding band. Instead, the overall workability when the end portions of the bag body 3 are fixed to the core member 2 is significantly improved.

また、本実施形態に係る地山補強用袋体31によれば、袋側スリーブ14aは、芯材側スリーブ11aとのネジ係合作用及び芯材側スリーブ11aに設けられた移動制限部19による当接作用という2つの協働作用により、袋側スリーブ14cは、芯材側スリーブ11cとのネジ係合作用及び芯材側スリーブ11cに設けられた移動制限部19による当接作用という2つの協働作用により、それぞれ袋本体3が配置された側と反対の側への移動が制限されるため、グラウト材注入によって内圧が上昇してもグラウト材が漏出するおそれはないし、袋側スリーブ14a,14cは、芯材側スリーブ11a,11cとのネジ係合作用により、それぞれ袋本体3が配置された側への逆方向移動、いわば戻りが防止されるため、グラウト材の注入開始前後におけるグラウト材の漏出を未然に防止することができる。   Further, according to the ground pile reinforcing bag 31 according to the present embodiment, the bag side sleeve 14a is caused by the screw engaging action with the core material side sleeve 11a and the movement restricting portion 19 provided in the core material side sleeve 11a. Due to the two cooperating actions of the abutting action, the bag side sleeve 14c has two cooperating actions: a screw engaging action with the core material side sleeve 11c and an abutting action by the movement restricting portion 19 provided in the core material side sleeve 11c. Since the movement to the side opposite to the side where the bag body 3 is disposed is limited by the working action, there is no possibility that the grout material leaks even if the internal pressure rises due to the grout material injection, and the bag side sleeve 14a, 14c is prevented from moving backward to the side where the bag body 3 is arranged, that is, returning to the side where the bag body 3 is arranged by the screw engaging action with the core side sleeves 11a and 11c, so that the injection of grout material is started. Leakage of grout can be prevented after.

また、本実施形態に係る地山補強用袋体31によれば、接着剤充填孔20a,20cを介して芯材側スリーブ11a,11cの内周面と芯材2の周面との隙間にエポキシ樹脂等の接着剤をそれぞれ充填するように構成したので、芯材側スリーブ11a,11cをPC鋼より線で構成された芯材2に強固に固着することができるとともに、その結果として、芯材2の引張強度特性を十分に発揮させた地山補強が可能となる。   Further, according to the ground pile reinforcing bag body 31 according to the present embodiment, the gap between the inner peripheral surface of the core material side sleeves 11a and 11c and the peripheral surface of the core material 2 through the adhesive filling holes 20a and 20c. Since it is configured to be filled with an adhesive such as an epoxy resin, the core material side sleeves 11a and 11c can be firmly fixed to the core material 2 made of PC steel wire, and as a result, the core Reinforcement of natural ground that fully exhibits the tensile strength characteristics of the material 2 is possible.

本実施形態では、芯材側スリーブ11a,11cに移動制限部19を設けるようにしたが、袋側スリーブ14aの雌ネジ16aと芯材側スリーブ11aの雄ネジ12aとのネジ係合作用、あるいは袋側スリーブ14cの雌ネジ16cと芯材側スリーブ11cの雄ネジ12cとのネジ係合作用で袋側スリーブ14a,14cの移動を十分に制限できるのであれば、各移動制限部19のいずれか一方、又は両方を省略してもかまわない。なお、この場合、袋側スリーブ14a,14cを防水テープ等を用いて芯材側スリーブ11a,11cにそれぞれ位置決めするのがよい。   In the present embodiment, the movement restricting portion 19 is provided in the core side sleeves 11a and 11c. However, the screw engagement action between the female screw 16a of the bag side sleeve 14a and the male screw 12a of the core side sleeve 11a, or If the movement of the bag-side sleeves 14a, 14c can be sufficiently restricted by the screw engagement between the female screw 16c of the bag-side sleeve 14c and the male screw 12c of the core-side sleeve 11c, One or both may be omitted. In this case, it is preferable to position the bag-side sleeves 14a and 14c on the core-side sleeves 11a and 11c using a waterproof tape or the like.

また、移動制限部19に代えて、図10に示すように移動制限部材17a,17cを別途備えるとともに、かかる移動制限部材17a,17cを芯材側スリーブ11a′の雄ネジ12aと芯材側スリーブ11c′の雄ネジ12cにそれぞれ螺合可能に構成すればよい。   Further, instead of the movement restricting portion 19, as shown in FIG. 10, the movement restricting members 17a and 17c are separately provided, and the movement restricting members 17a and 17c are connected to the male screw 12a of the core material side sleeve 11a 'and the core material side sleeve. What is necessary is just to comprise so that it can be screwed respectively to the external thread 12c of 11c '.

ここで、芯材側スリーブ11a′,11c′は、両端に雄ネジ12a,12cを形成した点を除き、芯材側スリーブ11a,11cと同様の構成であり、移動制限部材17a,17cは、移動制限部材17cが左ネジ対応である点を除き、移動制限部材17と同様の構成である。   Here, the core side sleeves 11a ′ and 11c ′ have the same configuration as the core side sleeves 11a and 11c except that male screws 12a and 12c are formed at both ends. The configuration is the same as that of the movement limiting member 17 except that the movement limiting member 17c is compatible with a left-hand thread.

[第3実施形態]
次に、第3実施形態に係る地山補強用袋体について説明する。なお、上述の実施形態と実質的に同一の部品等については同一の符号を付してその説明を省略する。
[Third embodiment]
Next, the ground reinforcement bag according to the third embodiment will be described. Note that components that are substantially the same as those of the above-described embodiment are denoted by the same reference numerals, and description thereof is omitted.

第3実施形態に係る地山補強用袋体41は図11及び図12に示すように、袋本体3と、芯材2が挿通され該芯材に固着される第1の芯材側スリーブとしての芯材側スリーブ11aと、芯材2が挿通され該芯材に固着される第2の芯材側スリーブとしての芯材側スリーブ11bと、袋本体3の一端に取り付けられた第1の固定部材としての固定部材6aと、袋本体3の他端に取り付けられた第2の固定部材としての固定部材6dとを備えており、固定部材6a,6d及び芯材側スリーブ11a,11bを介して袋本体3の各端が芯材2にそれぞれ固定されることにより、該袋本体の内部に内部空間4が形成されるようになっているとともに、図1(b)で説明したように、地山8に形成された補強材挿入孔7に挿入された状態で袋本体3の内部空間4にグラウト材を注入することにより、該袋本体を膨張させて補強材挿入孔7を押し拡げることができるようになっている。   As shown in FIGS. 11 and 12, the ground pile reinforcing bag body 41 according to the third embodiment is a bag body 3 and a first core material side sleeve through which the core material 2 is inserted and fixed to the core material. Core material side sleeve 11 a, core material side sleeve 11 b as a second core material side sleeve through which the core material 2 is inserted and fixed to the core material, and a first fixing attached to one end of the bag body 3. A fixing member 6a as a member and a fixing member 6d as a second fixing member attached to the other end of the bag body 3 are provided, and the fixing members 6a and 6d and the core side sleeves 11a and 11b are interposed. Each end of the bag body 3 is fixed to the core member 2 so that an internal space 4 is formed inside the bag body. As described with reference to FIG. The inside of the bag body 3 is inserted into the reinforcing material insertion hole 7 formed in the mountain 8. By injecting grout into 4, so that can be expanded down the reinforcing member insertion hole 7 by expanding the bag body.

固定部材6dは、袋本体3の他端周縁13bが外周面に当接される第2の袋側スリーブとしての袋側スリーブ14d及び該他端周縁が袋側スリーブ14dとの間に狭着される第2のかしめ部材としてのかしめ部材15dからなり、袋側スリーブ14dは、芯材側スリーブ11bに遊嵌されるようになっている。   The fixing member 6d is closely attached between a bag side sleeve 14d as a second bag side sleeve in which the other end peripheral edge 13b of the bag main body 3 is in contact with the outer peripheral surface and the other end peripheral edge between the bag side sleeve 14d. The bag side sleeve 14d is loosely fitted to the core side sleeve 11b.

ここで、地山補強用袋体41は、芯材側スリーブ11bの一端の外周面に形成された雄ネジ12bに螺合される移動制限部材17を備えており、袋本体3の内部空間4に注入されるグラウト材の内圧上昇に伴って該袋本体が膨張する際、芯材2の材軸に沿った袋側スリーブ14dの移動ないしはずれを制限する移動制限機能を発揮するようになっているとともに、芯材側スリーブ11bの他端には押圧保持部18を突設してあり、該押圧保持部によって移動制限部材17への袋側スリーブ14dの押圧状態が維持されることで、グラウト注入開始前後における芯材2の材軸に沿った袋側スリーブ14dの逆方向への移動を防止するようになっている。   Here, the natural ground reinforcing bag body 41 includes a movement restricting member 17 that is screwed into a male screw 12 b formed on the outer peripheral surface of one end of the core material side sleeve 11 b, and the inner space 4 of the bag body 3. When the bag body expands as the internal pressure of the grout material injected into the bag expands, it exerts a movement limiting function that limits the movement or detachment of the bag side sleeve 14d along the material axis of the core material 2. In addition, a pressing holding portion 18 is provided at the other end of the core side sleeve 11b, and the pressing state of the bag side sleeve 14d against the movement restricting member 17 is maintained by the pressing holding portion. The bag-side sleeve 14d is prevented from moving in the reverse direction along the material axis of the core material 2 before and after the start of injection.

芯材側スリーブ11aの移動制限部19と芯材側スリーブ11bの押圧保持部18には、それら芯材側スリーブの外周面側と内周面側とを互いに連通させることが可能な接着剤充填孔20a,20bをそれぞれ設けてあり、該接着剤充填孔を介して芯材側スリーブ11a,11bの内周面と芯材2の周面との隙間にエポキシ樹脂等の接着剤をそれぞれ充填できるようになっている。   The movement restricting portion 19 of the core material side sleeve 11a and the pressing holding portion 18 of the core material side sleeve 11b are filled with an adhesive that allows the outer peripheral surface side and the inner peripheral surface side of the core material side sleeve to communicate with each other. Holes 20a and 20b are provided, respectively, and an adhesive such as an epoxy resin can be filled in the gap between the inner peripheral surface of the core material side sleeves 11a and 11b and the peripheral surface of the core material 2 through the adhesive filling holes. It is like that.

かしめ部材15a,15dは、袋側スリーブ14a,14dの外径よりも内径が大きなステンレス製やアルミニウム製のスリーブ状で構成してあり、図5で説明したかしめ部材15bと同様、袋本体3の他端周縁13bを袋側スリーブ14dの外周面に沿って襞状に折り曲げて該袋側スリーブに当接し、その上から袋側スリーブ14dと同軸になるように被せた後、所定の工具でかしめることにより、袋本体3の他端周縁13bを袋側スリーブ14dとの間に狭着することができる。   The caulking members 15a and 15d are formed in a sleeve shape made of stainless steel or aluminum having an inner diameter larger than the outer diameter of the bag-side sleeves 14a and 14d, and like the caulking member 15b described in FIG. The other peripheral edge 13b is bent in a hook shape along the outer peripheral surface of the bag-side sleeve 14d, is brought into contact with the bag-side sleeve, and is placed so as to be coaxial with the bag-side sleeve 14d. By crimping, the other end periphery 13b of the bag body 3 can be tightly attached to the bag side sleeve 14d.

本実施形態に係る地山補強用袋体41は、袋側スリーブ14aをその内径Daが、芯材側スリーブ11bの外径Dbよりも大きくなるように構成してあり、芯材側スリーブ11bが芯材2に固着された状態で該芯材側スリーブを通り越すように、袋側スリーブ14aを芯材2に沿って前進させることができるようになっている。   In the natural ground reinforcing bag body 41 according to this embodiment, the bag-side sleeve 14a is configured such that the inner diameter Da of the bag-side sleeve 14a is larger than the outer diameter Db of the core-material-side sleeve 11b. The bag side sleeve 14a can be advanced along the core material 2 so as to pass through the core material side sleeve while being fixed to the core material 2.

本実施形態に係る地山補強用袋体41の各端部を芯材2に固定するには、まず、芯材2を芯材側スリーブ11a,11bに挿通し、該芯材側スリーブを袋本体3が膨張したときの該袋本体の端部位置に位置合わせした後、接着剤充填孔20a,20bを介して芯材側スリーブ11a,11bの内周面と芯材2の周面との隙間にエポキシ樹脂等の接着剤をそれぞれ充填することで、芯材側スリーブ11a,11bを芯材2に固着する。   In order to fix each end of the ground pile reinforcing bag body 41 according to the present embodiment to the core material 2, first, the core material 2 is inserted into the core material side sleeves 11a and 11b, and the core material side sleeve is inserted into the bag. After alignment with the end position of the bag body when the main body 3 is inflated, the inner peripheral surface of the core material side sleeves 11a, 11b and the peripheral surface of the core material 2 through the adhesive filling holes 20a, 20b. The core material side sleeves 11 a and 11 b are fixed to the core material 2 by filling the gaps with an adhesive such as an epoxy resin.

ここで、芯材側スリーブ11a及び芯材側スリーブ11bは、芯材2の端部のうち、後工程において袋本体3が挿入される側の端部、同図で左側端部を挿入端部とするとともに、かかる挿入端部から離隔した位置に芯材側スリーブ11aが、近接した位置に芯材側スリーブ11bがそれぞれ配置されるように芯材2に固着する。   Here, the core material side sleeve 11a and the core material side sleeve 11b are the end portions of the core material 2 where the bag body 3 is inserted in the post-process, and the left end portion in FIG. In addition, the core material side sleeve 11a is fixed to the core material 2 so that the core material side sleeve 11a is disposed at a position separated from the insertion end, and the core material side sleeve 11b is disposed at a close position.

一方、袋本体3の端部周縁13a,13bを袋側スリーブ14a,14dとかしめ部材15a,15dとの間にそれぞれ狭着することで、袋本体3の各端部に固定部材6a,6dを予め取り付けておく。   On the other hand, the fixing members 6a and 6d are attached to the end portions of the bag body 3 by tightly fitting the end peripheral edges 13a and 13b of the bag body 3 between the bag side sleeves 14a and 14d and the caulking members 15a and 15d, respectively. Install it in advance.

次に、袋本体3の一端に取り付けた固定部材6aの袋側スリーブ14aに芯材2をその挿入端部から挿通し、その状態のまま、袋本体3を芯材2の材軸に沿って前進(図11では右方向に移動)させる。そして、芯材2に先行固着された芯材側スリーブ11bを通り越すようにして、芯材側スリーブ11aまで前進させる。   Next, the core material 2 is inserted from the insertion end portion into the bag side sleeve 14a of the fixing member 6a attached to one end of the bag body 3, and the bag body 3 is moved along the material axis of the core material 2 in this state. Advance (move to the right in FIG. 11). And it advances to the core material side sleeve 11a so that it may pass through the core material side sleeve 11b fixed to the core material 2 in advance.

次に、袋本体3を芯材2の材軸廻りに回転させることで、固定部材6aを構成する袋側スリーブ14aの雌ネジ16aを芯材側スリーブ11aの雄ネジ12aにねじ込む。かかる螺着作業は、袋側スリーブ14aの先端が芯材側スリーブ11aに設けられた移動制限部19に当接されるまで行う。   Next, by rotating the bag body 3 around the material axis of the core material 2, the female screw 16a of the bag side sleeve 14a constituting the fixing member 6a is screwed into the male screw 12a of the core material side sleeve 11a. This screwing operation is performed until the tip of the bag-side sleeve 14a comes into contact with the movement restricting portion 19 provided on the core material-side sleeve 11a.

ここで、袋側スリーブ14aの螺着作業を行っている間、袋本体3の他端に取り付けてある固定部材6dが袋本体3とともに回転することになるが、かかる固定部材6dについては、その袋側スリーブ14dに芯材2がまだ挿通されていない状態とし、芯材側スリーブ11bから離間した位置まで挿通された状態とし、又は芯材側スリーブ11bまで挿通されるとともに袋側スリーブ14dの内側に芯材側スリーブ11bが遊嵌されその材軸回りに回動可能な状態の3つの状態から適宜選択すればよい。   Here, while the bag-side sleeve 14a is screwed, the fixing member 6d attached to the other end of the bag body 3 rotates together with the bag body 3. The fixing member 6d The core material 2 is not yet inserted into the bag side sleeve 14d, the core material 2 is inserted to a position spaced from the core material side sleeve 11b, or the core material side sleeve 11b is inserted and the bag side sleeve 14d is inside. What is necessary is just to select suitably from the three states of the state in which the core material side sleeve 11b is loosely fitted and can be rotated around the material axis.

袋側スリーブ14aの螺着作業が完了したならば、固定部材6dをその袋側スリーブ14dに芯材2が挿通された状態で芯材側スリーブ11bまで前進させ、次いで、袋側スリーブ14dの内側に芯材側スリーブ11bが遊嵌されるように該袋側スリーブを嵌め込んだ後、芯材側スリーブ11bの一端に形成された雄ネジ12bに移動制限部材17を螺合するとともに、かかる移動制限部材17を、袋側スリーブ14dの基端側の端部、すなわち袋本体3が配置された側の端部が芯材側スリーブ11bの押圧保持部18に当接されるまで芯材側スリーブ11bの雄ネジ12bにねじ込む。   When the screwing operation of the bag side sleeve 14a is completed, the fixing member 6d is advanced to the core material side sleeve 11b with the core material 2 inserted through the bag side sleeve 14d, and then the inner side of the bag side sleeve 14d. After the bag side sleeve is fitted so that the core material side sleeve 11b is loosely fitted to the core material side sleeve 11b, the movement restricting member 17 is screwed into the male screw 12b formed at one end of the core material side sleeve 11b and the movement is performed. The core member side sleeve until the end on the base end side of the bag side sleeve 14d, that is, the end portion on the side where the bag main body 3 is disposed is brought into contact with the pressing holding portion 18 of the core side sleeve 11b. Screw into the male screw 12b of 11b.

このように袋本体3の各端を芯材2に固定したならば、図1(b)で説明した通り、地山補強用袋体41を芯材2とともに地山8に形成された補強材挿入孔7に挿入し、次いで、図示しないグラウト注入パイプを介して袋本体3の内部空間4にグラウト材を注入する。   If each end of the bag body 3 is fixed to the core material 2 in this way, the reinforcing material formed on the natural ground 8 together with the core material 2 as shown in FIG. Then, the grout material is injected into the internal space 4 of the bag body 3 through a grout injection pipe (not shown).

このようにすると、グラウト材注入開始前後における袋側スリーブ14aの逆方向移動、すなわち袋本体側への戻りは、該袋側スリーブの内面に形成された雌ネジ16aと芯材側スリーブ11aの雄ネジ12aとのネジ係合作用によって防止されるとともに、袋側スリーブ14dの逆方向移動、すなわち袋本体側への戻りは、芯材側スリーブ11bに形成された押圧保持部18によって防止される。   In this manner, the bag-side sleeve 14a is moved in the reverse direction before and after the start of the grout injection, that is, the bag-side sleeve is returned to the bag body side by the female screw 16a formed on the inner surface of the bag-side sleeve and the male-side sleeve 11a. While being prevented by the screw engaging action with the screw 12a, the reverse movement of the bag side sleeve 14d, that is, the return to the bag main body side is prevented by the press holding portion 18 formed on the core side sleeve 11b.

また、グラウト材の注入作業が進行して袋本体3の内圧が上昇したとき、該内圧上昇に伴って袋本体3が膨張し、該袋本体の各端部に取り付けられた固定部材6a,6dが袋本体3が配置された側と反対の側にそれぞれ移動しようとするが、固定部材6aにおいては、袋側スリーブ14aの内面に形成された雌ネジ16aと芯材側スリーブ11aの雄ネジ12aとのネジ係合作用及び該芯材側スリーブに設けられた移動制限部19による当接作用という2つの協働作用によって袋側スリーブ14aの移動が制限されるとともに、固定部材6dにおいては、芯材側スリーブ11bに螺着された移動制限部材17の当接作用によって袋側スリーブ14dの移動が制限される。   Further, when the grout material injection operation proceeds and the internal pressure of the bag body 3 increases, the bag body 3 expands with the increase of the internal pressure, and the fixing members 6a and 6d attached to the ends of the bag body. However, in the fixing member 6a, the female screw 16a formed on the inner surface of the bag-side sleeve 14a and the male screw 12a of the core-side sleeve 11a are intended to move to the side opposite to the side where the bag body 3 is disposed. The movement of the bag-side sleeve 14a is restricted by two cooperative actions, namely, the screw engagement action with the screw and the contact action by the movement restricting portion 19 provided on the core-side sleeve. The movement of the bag-side sleeve 14d is restricted by the contact action of the movement-limiting member 17 screwed on the material-side sleeve 11b.

以上説明したように、本実施形態に係る地山補強用袋体41によれば、袋本体3の各端部に固定部材6a,6dを取り付ける作業については、剛性が高く全長も長い芯材2を取り回す必要がない分、短時間で作業を済ませることができるとともに、袋本体3の各端部を芯材2に固定する作業自体は、芯材側スリーブ11a,11bをそれぞれ芯材2に固着し、次いで、これらの芯材側スリーブ11a,11bに袋側スリーブ14a,14dをそれぞれ取り付けるだけで足りる。   As described above, according to the ground pile reinforcing bag body 41 according to the present embodiment, the core member 2 having a high rigidity and a long overall length is provided for the operation of attaching the fixing members 6a and 6d to the respective end portions of the bag body 3. The work itself can be completed in a short amount of time because it is not necessary to arrange the core, and the work itself of fixing each end portion of the bag body 3 to the core material 2 is performed by attaching the core material side sleeves 11a and 11b to the core material 2, respectively. It is sufficient that the bag-side sleeves 14a and 14d are attached to the core-side sleeves 11a and 11b, respectively.

また、袋側スリーブ14aの内径Daを芯材側スリーブ11bの外径Dbよりも大きく設定することで、芯材側スリーブ11bを通り越すように袋側スリーブ14aを芯材2に沿って移動させることが可能となり、芯材側スリーブ11a,11bの芯材2への固着作業を先行して行うことができる。   Further, by setting the inner diameter Da of the bag side sleeve 14a to be larger than the outer diameter Db of the core material side sleeve 11b, the bag side sleeve 14a is moved along the core material 2 so as to pass over the core material side sleeve 11b. The core material side sleeves 11a and 11b can be fixed to the core material 2 in advance.

そのため、袋本体3への固定部材6a,6dの取付け作業と芯材側スリーブ11a,11bの芯材2への固着作業とを同時に進行させることができるとともに、芯材側スリーブ11a,11bの芯材2への固着作業を全て終えた後で、固定部材6a,6dの袋側スリーブ14a,14dを芯材側スリーブ11a,11bに取り付けることが可能となり、かくして、剛性が高く取り回しが面倒な芯材2に対して袋本体3の端部周縁を襞状に折り曲げながら番線や結束バンドで固着していた従来に比べ、内圧上昇によるグラウト材の漏出を確実に防止できるだけではなく、袋本体3の各端部を芯材2に固着する際の全体の作業性も格段に向上する。   Therefore, the attaching operation of the fixing members 6a, 6d to the bag body 3 and the fixing operation of the core material side sleeves 11a, 11b to the core material 2 can be simultaneously performed, and the cores of the core material side sleeves 11a, 11b are allowed to proceed simultaneously. After all the fixing work to the material 2 is completed, the bag side sleeves 14a, 14d of the fixing members 6a, 6d can be attached to the core material side sleeves 11a, 11b, and thus the core is high in rigidity and troublesome to handle. Compared to the conventional case in which the peripheral edge of the bag body 3 is bent in a bowl shape with respect to the material 2 and fixed with a wire or a binding band, the leakage of the grout material due to an increase in internal pressure can be prevented reliably. The overall workability when fixing each end to the core material 2 is also greatly improved.

また、本実施形態に係る地山補強用袋体41によれば、固定部材6dの袋側スリーブ14dと芯材側スリーブ11bとの着脱構造を螺合ではなく、袋側スリーブ14dを芯材側スリーブ11bに対して遊嵌、すなわち芯材2の材軸廻りに回転自在とした上、芯材側スリーブ11bに設けた押圧保持部18と該芯材側スリーブに螺合される移動制限部材17との間に狭着する構造を採用したことにより、固定部材6aの袋側スリーブ14aを袋本体3とともに芯材2の材軸回りに回して芯材側スリーブ11aに螺着する際、固定部材6dの側から影響を受けるおそれがなくなるとともに、固定部材6dの袋側スリーブ14dを芯材側スリーブ11bに固定する際も、既に固定作業が終わっている固定部材6aの側から影響を受ける懸念もなくなる。   Further, according to the ground pile reinforcing bag body 41 according to the present embodiment, the bag-side sleeve 14d is not screwed in the attaching / detaching structure of the bag-side sleeve 14d and the core-material side sleeve 11b of the fixing member 6d, and the bag-side sleeve 14d is connected to the core-material side. The sleeve 11b is loosely fitted, that is, rotatable around the material axis of the core material 2, and the movement holding member 17 screwed into the core material side sleeve and the press holding portion 18 provided on the core material side sleeve 11b. When the bag side sleeve 14a of the fixing member 6a is rotated around the material axis of the core material 2 together with the bag body 3 and screwed to the core material side sleeve 11a, the fixing member 6a is There is no risk of being affected from the side of 6d, and there is also a concern that when the bag side sleeve 14d of the fixing member 6d is fixed to the core material side sleeve 11b, the fixing member 6a side that has already been fixed is affected. Lost .

また、本実施形態に係る地山補強用袋体41によれば、袋側スリーブ14aは、芯材側スリーブ11aとのネジ係合作用及び芯材側スリーブ11aに設けられた移動制限部19による当接作用という2つの協働作用により、袋側スリーブ14dは、芯材側スリーブ11bに螺合された移動制限部材17による当接作用により、それぞれ袋本体3が配置された側と反対の側への移動が制限されるため、グラウト材注入によって内圧が上昇してもグラウト材が漏出するおそれはないし、袋側スリーブ14aは、芯材側スリーブ11aとのネジ係合作用により、袋側スリーブ14dは、芯材側スリーブ11bに突設された押圧保持部18の当接作用により、それぞれ袋本体3が配置された側への逆方向移動、いわば戻りが防止されるため、グラウト材の注入開始前後におけるグラウト材の漏出を未然に防止することができる。   Further, according to the ground pile reinforcing bag body 41 according to the present embodiment, the bag side sleeve 14a is caused by the screw engaging action with the core material side sleeve 11a and the movement restricting portion 19 provided in the core material side sleeve 11a. Due to the two cooperating actions of the abutting action, the bag side sleeve 14d is opposite to the side on which the bag main body 3 is disposed by the abutting action of the movement restricting member 17 screwed to the core material side sleeve 11b. Therefore, even if the internal pressure rises due to the injection of the grout material, there is no risk of the grout material leaking out, and the bag-side sleeve 14a is connected to the core-side sleeve 11a by the screw engagement action. 14d is prevented from moving in the reverse direction to the side where the bag body 3 is arranged, that is, returning to the side where the bag body 3 is arranged by the abutting action of the pressing holding portion 18 protruding from the core side sleeve 11b. Leakage of grout in injection before and after the start of can be prevented.

また、本実施形態に係る地山補強用袋体41によれば、接着剤充填孔20a,20bを介して芯材側スリーブ11a,11dの内周面と芯材2の周面との隙間にエポキシ樹脂等の接着剤をそれぞれ充填するように構成したので、芯材側スリーブ11a,11bをPC鋼より線で構成された芯材2に強固に固着することができるとともに、その結果として、芯材2の引張強度特性を十分に発揮させた地山補強が可能となる。   In addition, according to the ground pile reinforcing bag body 41 according to the present embodiment, the gap between the inner peripheral surface of the core material side sleeves 11a and 11d and the peripheral surface of the core material 2 through the adhesive filling holes 20a and 20b. Since it is configured to be filled with an adhesive such as an epoxy resin, the core material side sleeves 11a and 11b can be firmly fixed to the core material 2 made of PC steel wire, and as a result, the core Reinforcement of natural ground that fully exhibits the tensile strength characteristics of the material 2 is possible.

本実施形態では、芯材側スリーブ11aに移動制限部19を設けるようにしたが、袋側スリーブ14aの内面に形成された雌ネジ16aと芯材側スリーブ11aの雄ネジ12aとのネジ係合作用で袋側スリーブ14aの移動を十分に制限できるのであれば、移動制限部19を省略してもかまわない。なお、この場合、袋側スリーブ14aを防水テープ等を用いて芯材側スリーブ11aに適宜位置決めするのがよい。   In the present embodiment, the movement restricting portion 19 is provided in the core side sleeve 11a. However, the screw engagement between the female screw 16a formed on the inner surface of the bag side sleeve 14a and the male screw 12a of the core side sleeve 11a. If the movement of the bag-side sleeve 14a can be sufficiently restricted, the movement restricting portion 19 may be omitted. In this case, the bag side sleeve 14a may be appropriately positioned on the core material side sleeve 11a using a waterproof tape or the like.

また、本実施形態では特に言及しなかったが、図13に示すように、固定部材6aの袋本体側にて袋本体3を包囲する環状部材81aを備えるとともに、固定部材6dの袋本体側にて袋本体3を包囲する環状部材81bを備えるようにしてもかまわない。   Although not particularly mentioned in the present embodiment, as shown in FIG. 13, an annular member 81 a that surrounds the bag body 3 on the bag body side of the fixing member 6 a is provided, and on the bag body side of the fixing member 6 d. Alternatively, an annular member 81b that surrounds the bag body 3 may be provided.

かかる構成によれば、グラウト注入によって袋本体3が膨張する際、その膨張力の少なくとも一部が環状部材81a,81bで支持されるため、かしめ部材15a,15dの開口を拡げようとする力が該かしめ部材に作用するのを抑制することができる。   According to such a configuration, when the bag body 3 is inflated by grouting, at least a part of the expansion force is supported by the annular members 81a and 81b, so that a force for expanding the caulking members 15a and 15d is generated. It can suppress acting on this caulking member.

なお、環状部材81a,81bに関する上記変形例は、本実施形態のみならず、第1実施形態や第2実施形態にも適用することが可能である。   In addition, the said modification regarding annular member 81a, 81b is applicable not only to this embodiment but 1st Embodiment or 2nd Embodiment.

また、本実施形態では、袋本体3に形成された内部空間4へのグラウト材注入について詳細に説明しなかったが、図14の右側に位置する固定構造に示すように、第1の芯材側スリーブとしての芯材側スリーブ91aの内部空間として、該芯材側スリーブの材軸と平行でかつ互いに平行な2本の挿通孔を設けるとともに、その一方を芯材2が挿通される芯材挿通孔92、他方をグラウト注入パイプ94が挿通されるパイプ挿通孔93とした構成を採用することにより、該グラウト注入パイプを介して袋本体3の内部空間にグラウト材を注入することができる。   Moreover, in this embodiment, although grout material injection | pouring to the internal space 4 formed in the bag main body 3 was not demonstrated in detail, as shown to the fixing structure located in the right side of FIG. 14, the 1st core material As an internal space of the core material side sleeve 91a as a side sleeve, two insertion holes that are parallel to the material axis of the core material side sleeve and parallel to each other are provided, and one of the core materials is inserted into the core material 2 By adopting a configuration in which the insertion hole 92 and the other is a pipe insertion hole 93 through which the grout injection pipe 94 is inserted, the grout material can be injected into the internal space of the bag body 3 via the grout injection pipe.

ここで、同図に示すように、袋本体3の一端周縁13aには固定部材6a′を取り付けてあるとともに、芯材側スリーブ91aの一端には雄ネジ12aを形成してあり、固定部材6a′は、袋本体3の一端周縁13aが外周面に当接される第1の袋側スリーブとしての袋側スリーブ14a′及び該一端周縁が袋側スリーブ14a′との間に狭着される第1のかしめ部材としてのかしめ部材15a′からなり、袋側スリーブ14a′の内周面には、芯材側スリーブ91aの雄ネジ12aに螺合される雌ネジ(図示せず)を形成してある。   Here, as shown in the figure, a fixing member 6a 'is attached to one end periphery 13a of the bag body 3, and a male screw 12a is formed at one end of the core material side sleeve 91a. 'Is a bag-side sleeve 14a' as a first bag-side sleeve in which one end peripheral edge 13a of the bag body 3 is brought into contact with the outer peripheral surface, and the one end peripheral edge is closely attached to the bag-side sleeve 14a '. And a female screw (not shown) that is screwed into the male screw 12a of the core side sleeve 91a is formed on the inner peripheral surface of the bag side sleeve 14a '. is there.

そのため、袋本体3の内部空間4に注入されるグラウト材の内圧上昇に伴って該袋本体が膨張する際、芯材2の材軸に沿った袋側スリーブ14a′の移動ないしはずれが制限されるとともに、グラウト注入開始前後における芯材2の材軸に沿った袋側スリーブ14a′の逆方向への移動が防止される。   Therefore, when the bag body expands as the internal pressure of the grout material injected into the internal space 4 of the bag body 3 expands, the movement or deviation of the bag side sleeve 14a 'along the material axis of the core material 2 is restricted. In addition, the bag-side sleeve 14a ′ is prevented from moving in the reverse direction along the material axis of the core material 2 before and after the start of grout injection.

また、芯材側スリーブ91aの他端には、袋側スリーブ14a′が当接される移動制限部19′を突設してあり、上述した芯材側スリーブ91aの雄ネジ12a及び袋側スリーブ14a′の雌ネジによる移動制限機能をさらに高めるようになっている。   Further, the other end of the core side sleeve 91a is provided with a movement restricting portion 19 'against which the bag side sleeve 14a' is brought into contact, and the male screw 12a and the bag side sleeve of the core side sleeve 91a described above are provided. The movement limiting function by the female screw 14a 'is further enhanced.

以下、芯材側スリーブ91aは、パイプ挿通孔93が形成されていること、及びそのことによって内径が大きくなっていることを除き、芯材側スリーブ11aと概ね同様の構成であるとともに、固定部材6a′は、芯材側スリーブ91aの上述した大径化によって同様に大径化されている点を除き、固定部材6aと概ね同様の構成であるので、ここではその説明を省略する。   Hereinafter, the core-side sleeve 91a has substantially the same configuration as the core-side sleeve 11a except that the pipe insertion hole 93 is formed and the inner diameter is thereby increased, and a fixing member. 6a 'has a configuration substantially similar to that of the fixing member 6a except that the diameter of the core material side sleeve 91a is increased by the above-described increase in the diameter of the core side sleeve 91a.

なお、パイプ挿通孔93に関する上記変形例は、本実施形態のみならず、第1実施形態や第2実施形態にも適用することが可能である。   In addition, the said modification regarding the pipe penetration hole 93 is applicable not only to this embodiment but 1st Embodiment or 2nd Embodiment.

また、本実施形態では特に言及しなかったが、図14の左側に示すように、芯材2のうち、芯材側スリーブ11dから延びる先端露出部分に被覆される芯材被覆用キャップ95を備えるようにしてもよい。   Further, although not particularly mentioned in the present embodiment, as shown on the left side of FIG. 14, a core material covering cap 95 that covers the exposed end portion of the core material 2 extending from the core material side sleeve 11 d is provided. You may do it.

同図に示した芯材被覆用キャップ95は有底円筒状をなすとともに、その内面に形成された雌ネジ96を芯材側スリーブ11dの一端に形成された雄ネジ12dに螺合することにより、芯材2の先端露出部分を水密に覆うことができるようになっている。   The core material covering cap 95 shown in the figure has a bottomed cylindrical shape, and a female screw 96 formed on the inner surface thereof is screwed into a male screw 12d formed on one end of the core material side sleeve 11d. The exposed end portion of the core material 2 can be covered in a watertight manner.

芯材2は、複数本のPC鋼線を撚り合わせてなるものであって、かかるPC鋼線同士には隙間が形成されており、グラウト材の粘性その他の状況によっては、PC鋼線同士の隙間からグラウト材がわずかに漏出する懸念があるが、上述の変形例によれば、かかる場合であっても、グラウト材の漏出を完全に防止することが可能となる。   The core material 2 is formed by twisting a plurality of PC steel wires, and a gap is formed between the PC steel wires. Depending on the viscosity of the grout material and other conditions, the PC steel wires Although there is a concern that the grout material may slightly leak from the gap, according to the above-described modification, it is possible to completely prevent the grout material from leaking even in such a case.

なお、芯材被覆用キャップ95に関する上記変形例は、本実施形態のみならず、第1実施形態や第2実施形態にも適用することが可能である。   In addition, the said modification regarding the cap 95 for core material coating | covers is applicable not only to this embodiment but 1st Embodiment or 2nd Embodiment.

また、本実施形態では特に言及しなかったが、袋本体3の他端に固定部材6dを取り付けて該固定部材を芯材側スリーブ11bを介して芯材2に固定する一方、袋本体3の一端については他の方法、例えば番線や拘束バンドを用いた従来の方法で芯材2に固定するようにしてもかまわない。   Although not particularly mentioned in the present embodiment, a fixing member 6d is attached to the other end of the bag body 3 to fix the fixing member to the core material 2 via the core material side sleeve 11b. About one end, you may make it fix to the core material 2 by the other method, for example, the conventional method using a number wire or a restraint band.

この場合、固定部材6d、袋側スリーブ14d、かしめ部材15d、芯材側スリーブ11bが、それぞれ第1の発明に係る固定部材、袋側スリーブ、かしめ部材、芯材側スリーブとなる。   In this case, the fixing member 6d, the bag side sleeve 14d, the caulking member 15d, and the core material side sleeve 11b are respectively the fixing member, the bag side sleeve, the caulking member, and the core material side sleeve according to the first invention.

1,31,41 地山補強用袋体
2 芯材
3 袋本体
4 内部空間
6a 固定部材、第1の固定部材
6b 固定部材、第2の固定部材
6c 固定部材、第2の固定部材
6a′ 固定部材、第1の固定部材
11a 芯材側スリーブ、第1の芯材側スリーブ
11b 芯材側スリーブ、第2の芯材側スリーブ
11c 芯材側スリーブ、第2の芯材側スリーブ
12a,12b 雄ネジ、右ネジ
12c 雄ネジ、左ネジ
13a 袋本体の一端周縁
13b 袋本体の他端周縁
14a 袋側スリーブ、第1の袋側スリーブ
14b 袋側スリーブ、第2の袋側スリーブ
14c 袋側スリーブ、第2の袋側スリーブ
14a′ 袋側スリーブ、第1の袋側スリーブ
15a かしめ部材、第1のかしめ部材
15b かしめ部材、第2のかしめ部材
15c かしめ部材、第2のかしめ部材
15a′ かしめ部材、第1のかしめ部材
16a,16b 雌ネジ、右ネジ
16c 雌ネジ、左ネジ
17,17a,17c
移動制限部材
18 押圧保持部
19 移動制限部
20a,20b 接着剤充填孔
81a,81b 環状部材
92 芯材挿通孔
93 パイプ挿通孔
94 グラウト注入パイプ
95 芯材被覆用キャップ
1, 31, 41 Ground body reinforcing bag body 2 Core material 3 Bag body 4 Internal space 6a Fixing member, first fixing member 6b Fixing member, second fixing member 6c Fixing member, second fixing member 6a ′ Fixing Member, first fixing member 11a core material side sleeve, first core material side sleeve 11b core material side sleeve, second core material side sleeve 11c core material side sleeve, second core material side sleeves 12a, 12b male Screw, right screw 12c Male screw, left screw 13a One end peripheral edge 13b of bag main body Other end peripheral edge 14a of bag main body Bag side sleeve, first bag side sleeve 14b Bag side sleeve, second bag side sleeve 14c Bag side sleeve, Second bag side sleeve 14a 'Bag side sleeve, first bag side sleeve 15a Caulking member, first caulking member 15b Caulking member, second caulking member 15c Caulking member, second caulking member 15a' Caulking member, first caulking member 16a, 16b female screw, right screw 16c female screw, left screw 17, 17a, 17c
Movement restricting member 18 Press holding portion 19 Movement restricting portions 20a and 20b Adhesive filling holes 81a and 81b Annular member 92 Core material insertion hole 93 Pipe insertion hole 94 Grout injection pipe 95 Core material covering cap

Claims (15)

芯材が挿通配置できるようにチューブ状に形成され端部が前記芯材に固定されることで内部空間にグラウト材を注入できるようになっている地山補強用袋体において、
袋本体と該袋本体の端部に取り付けられた固定部材とで構成するとともに該固定部材を前記袋本体の端部周縁が外周面に当接される袋側スリーブと該袋側スリーブとの間に前記袋本体の端部周縁を狭着するかしめ部材とで構成し、前記袋側スリーブを、その内側に前記芯材が挿通できるように構成し、前記芯材が挿通され該芯材に固着される芯材側スリーブを備えるとともに、該芯材側スリーブに前記袋側スリーブを同軸かつ着脱自在に取り付けることができるよう、前記芯材側スリーブの外周面に形成された雄ネジに螺合される雌ネジを前記袋側スリーブの内周面に形成したことを特徴とする地山補強用袋体。
In the ground reinforcing bag body which is formed in a tube shape so that the core material can be inserted and arranged, and the end portion is fixed to the core material so that the grout material can be injected into the internal space.
The bag body includes a bag body and a fixing member attached to the end of the bag body, and the fixing member is disposed between the bag side sleeve and the bag side sleeve where the peripheral edge of the end of the bag body is in contact with the outer peripheral surface. And a caulking member for tightly attaching the peripheral edge of the end portion of the bag body, and the bag side sleeve is configured so that the core material can be inserted into the inner side thereof, and the core material is inserted and fixed to the core material. provided with a core member side sleeve being, the bag-side sleeve core material side sleeve so that it can be attached coaxially removably, screwed onto the male screw formed on the outer circumferential surface of the core material side sleeve A natural mountain reinforcing bag having a female screw formed on the inner peripheral surface of the bag-side sleeve.
前記袋側スリーブの移動を制限する移動制限部を前記芯材側スリーブに突設した請求項記載の地山補強用袋体。 Natural ground reinforcing bag of the movement restricting portion according to claim 1, wherein projecting from said core-side sleeve to limit movement of the bag side sleeve. 芯材が挿通配置できるようにチューブ状に形成され端部が前記芯材に固定されることで内部空間にグラウト材を注入できるようになっている地山補強用袋体において、
袋本体と該袋本体の端部に取り付けられた固定部材とで構成するとともに該固定部材を前記袋本体の端部周縁が外周面に当接される袋側スリーブと該袋側スリーブとの間に前記袋本体の端部周縁を狭着するかしめ部材とで構成し、前記袋側スリーブを、その内側に前記芯材が挿通できるように構成し、前記芯材が挿通され該芯材に固着される芯材側スリーブを備えるとともに、該芯材側スリーブに前記袋側スリーブを同軸かつ着脱自在に取り付けることができるよう、前記芯材側スリーブの一端に形成された雄ネジに螺合され前記袋側スリーブの移動を制限する移動制限部材を備えるとともに、該移動制限部材に前記袋側スリーブを押圧する押圧保持部を前記芯材側スリーブの他端に突設したことを特徴とする地山補強用袋体。
In the ground reinforcing bag body which is formed in a tube shape so that the core material can be inserted and arranged, and the end portion is fixed to the core material so that the grout material can be injected into the internal space.
The bag body includes a bag body and a fixing member attached to the end of the bag body, and the fixing member is disposed between the bag side sleeve and the bag side sleeve where the peripheral edge of the end of the bag body is in contact with the outer peripheral surface. And a caulking member for tightly attaching the peripheral edge of the end portion of the bag body, and the bag side sleeve is configured so that the core material can be inserted into the inner side thereof, and the core material is inserted and fixed to the core material. provided with a core member side sleeve being, the bag-side sleeve core material side sleeve so that it can be attached coaxially removably, screwed to the male threads formed at one end of the core member side sleeve A ground including a movement restricting member for restricting the movement of the bag side sleeve, and a pressing holding portion for pressing the bag side sleeve on the movement restricting member protruding from the other end of the core side sleeve. Bag for mountain reinforcement.
芯材が挿通配置できるようにチューブ状に形成され各端が前記芯材にそれぞれ固定されることで内部空間にグラウト材を注入できるようになっている地山補強用袋体において、
袋本体と、
前記芯材が挿通され該芯材に固着されるとともに外周面に雄ネジが形成された第1の芯材側スリーブと、
前記袋本体の一端周縁が外周面に当接される第1の袋側スリーブ及び該第1の袋側スリーブとの間に前記袋本体の一端周縁を狭着する第1のかしめ部材からなり、前記第1の芯材側スリーブの雄ネジに螺合される雌ネジを前記第1の袋側スリーブの内周面に形成してなる第1の固定部材と、
前記芯材が挿通され該芯材に固着されるとともに外周面に雄ネジが形成された第2の芯材側スリーブと、
前記袋本体の他端周縁が外周面に当接される第2の袋側スリーブ及び該第2の袋側スリーブとの間に前記袋本体の他端周縁を狭着する第2のかしめ部材からなり、前記第2の芯材側スリーブの雄ネジに螺合される雌ネジを前記第2の袋側スリーブの内周面に形成してなる第2の固定部材とを備え、
前記芯材の端部のうち、前記袋本体に挿入される側を挿入端部とするとともに、前記第1の芯材側スリーブ及び前記第2の芯材側スリーブのうち、前記挿入端部から離隔した位置に配置される芯材側スリーブを前記第1の芯材側スリーブ、前記挿入端部に近接した位置に配置される芯材側スリーブを前記第2の芯材側スリーブとし、前記第1の袋側スリーブをその内径が前記第2の芯材側スリーブの外径よりも大きくなるように構成したことを特徴とする地山補強用袋体。
In the ground reinforcing bag body that is formed in a tube shape so that the core material can be inserted and arranged, and each end is fixed to the core material so that grout material can be injected into the internal space,
A bag body;
A first core material side sleeve in which the core material is inserted and fixed to the core material, and an external thread is formed on the outer peripheral surface;
A first caulking member that narrows the peripheral edge of one end of the bag body between the first bag-side sleeve and the first bag-side sleeve, the peripheral edge of the bag body being in contact with the outer peripheral surface; A first fixing member formed by forming on the inner peripheral surface of the first bag-side sleeve a female screw that is screwed to the male screw of the first core-side sleeve;
A second core material side sleeve in which the core material is inserted and fixed to the core material, and an external thread is formed on the outer peripheral surface;
A second bag-side sleeve in which the peripheral edge of the other end of the bag body is in contact with the outer peripheral surface, and a second caulking member that tightly attaches the peripheral edge of the other end of the bag body to the second bag-side sleeve. And a second fixing member formed by forming a female screw to be engaged with a male screw of the second core material side sleeve on the inner peripheral surface of the second bag side sleeve,
Of the end portions of the core material, the side to be inserted into the bag body is an insertion end portion, and the first core material side sleeve and the second core material side sleeve from the insertion end portion. The core material side sleeve arranged at the separated position is the first core material side sleeve, the core material side sleeve arranged at the position close to the insertion end is the second core material side sleeve, and the first 1. A natural mountain reinforcing bag, wherein one bag-side sleeve has an inner diameter larger than an outer diameter of the second core-side sleeve.
前記第1の芯材側スリーブの端部のうち、前記挿入端部の反対側に位置する端部に前記袋本体の移動を制限する移動制限部を突設し、又は該反対側端部に形成された雄ネジに螺合され前記袋本体の移動を制限する移動制限部材を備えた請求項記載の地山補強用袋体。 Of the end portions of the first core side sleeve, a movement limiting portion for restricting the movement of the bag body is provided at an end portion located on the opposite side of the insertion end portion, or at the opposite end portion. 5. The natural ground reinforcing bag according to claim 4, further comprising a movement restricting member that is screwed into the formed male screw and restricts movement of the bag main body. 前記第2の芯材側スリーブの端部のうち、前記挿入端部と同じ側に位置する端部に形成された雄ネジに螺合され前記袋本体の移動を制限する移動制限部材を備えるとともに、該移動制限部材に前記第2の袋側スリーブを押圧する押圧保持部を前記第2の芯材側スリーブの他端に突設した請求項記載の地山補強用袋体。 A movement limiting member that is screwed into a male screw formed on an end located on the same side as the insertion end of the second core side sleeve and restricts the movement of the bag body; The ground reinforcing bag body according to claim 4 , wherein a pressing holding portion that presses the second bag side sleeve on the movement restricting member protrudes from the other end of the second core material side sleeve. 芯材が挿通配置できるようにチューブ状に形成され各端が前記芯材にそれぞれ固定されることで内部空間にグラウト材を注入できるようになっている地山補強用袋体において、
袋本体と、
前記芯材が挿通され該芯材に固着されるとともに外周面に雄ネジが形成された第1の芯材側スリーブと、
前記袋本体の一端周縁が外周面に当接される第1の袋側スリーブ及び該第1の袋側スリーブとの間に前記袋本体の一端周縁を狭着する第1のかしめ部材からなり、前記第1の芯材側スリーブの雄ネジに螺合される雌ネジを前記第1の袋側スリーブの内周面に形成してなる第1の固定部材と、
前記芯材が挿通され該芯材に固着されるとともに外周面に雄ネジが形成された第2の芯材側スリーブと、
前記袋本体の他端周縁が外周面に当接される第2の袋側スリーブ及び該第2の袋側スリーブとの間に前記袋本体の他端周縁を狭着する第2のかしめ部材からなり、前記第2の芯材側スリーブの雄ネジに螺合される雌ネジを前記第2の袋側スリーブの内周面に形成してなる第2の固定部材とを備え、
前記第1の芯材側スリーブに形成された雄ネジ及び前記第2の芯材側スリーブに形成された雄ネジのうち、一方を右ネジ、他方を左ネジとしたことを特徴とする地山補強用袋体。
In the ground reinforcing bag body that is formed in a tube shape so that the core material can be inserted and arranged, and each end is fixed to the core material so that grout material can be injected into the internal space,
A bag body;
A first core material side sleeve in which the core material is inserted and fixed to the core material, and an external thread is formed on the outer peripheral surface;
A first caulking member that narrows the peripheral edge of one end of the bag body between the first bag-side sleeve and the first bag-side sleeve, the peripheral edge of the bag body being in contact with the outer peripheral surface; A first fixing member formed by forming on the inner peripheral surface of the first bag-side sleeve a female screw that is screwed to the male screw of the first core-side sleeve;
A second core material side sleeve in which the core material is inserted and fixed to the core material, and an external thread is formed on the outer peripheral surface;
A second bag-side sleeve in which the peripheral edge of the other end of the bag body is in contact with the outer peripheral surface, and a second caulking member that tightly attaches the peripheral edge of the other end of the bag body to the second bag-side sleeve. And a second fixing member formed by forming a female screw to be engaged with a male screw of the second core material side sleeve on the inner peripheral surface of the second bag side sleeve,
One of the male screw formed on the first core material side sleeve and the male screw formed on the second core material side sleeve, one is a right screw and the other is a left screw. Reinforcing bag.
前記第1の芯材側スリーブの端部のうち、前記袋本体が配置される側と反対側に位置する端部に前記袋本体の移動を制限する移動制限部を突設し若しくは該端部に形成された雄ネジに螺合され前記袋本体の移動を制限する移動制限部材を備え、又は前記第2の芯材側スリーブの端部のうち、前記袋本体が配置される側と反対側に位置する端部に前記袋本体の移動を制限する移動制限部を突設し若しくは該端部に形成された雄ネジに螺合され前記袋本体の移動を制限する移動制限部材を備えた請求項記載の地山補強用袋体。 Of the end portion of the first core material side sleeve, a movement restricting portion that restricts the movement of the bag body is provided at the end located on the side opposite to the side where the bag body is disposed, or the end A movement restricting member that is screwed into the male screw formed on the inner surface of the second sleeve to restrict the movement of the bag body, or of the end of the second core side sleeve that is opposite to the side on which the bag body is disposed. A movement restriction member for restricting the movement of the bag body is provided by projecting a movement restriction part for restricting the movement of the bag body at the end located at the end or screwed into a male screw formed at the end. Item 8. A natural mountain reinforcing bag according to Item 7 . 芯材が挿通配置できるようにチューブ状に形成され各端が前記芯材にそれぞれ固定されることで内部空間にグラウト材を注入できるようになっている地山補強用袋体において、
袋本体と、
前記芯材が挿通され該芯材に固着されるとともに外周面に雄ネジが形成された第1の芯材側スリーブと、
前記袋本体の一端周縁が外周面に当接される第1の袋側スリーブ及び該第1の袋側スリーブとの間に前記袋本体の一端周縁を狭着する第1のかしめ部材からなり、前記第1の芯材側スリーブの雄ネジに螺合される雌ネジを前記第1の袋側スリーブの内周面に形成してなる第1の固定部材と、
前記芯材が挿通され該芯材に固着されるとともに一端の外周面に雄ネジが形成された第2の芯材側スリーブと、
前記袋本体の他端周縁が外周面に当接される第2の袋側スリーブ及び該第2の袋側スリーブとの間に前記袋本体の他端周縁を狭着する第2のかしめ部材からなる第2の固定部材と、
前記芯材の端部のうち、前記袋本体に挿入される側を挿入端部とするとともに、前記第1の芯材側スリーブ及び前記第2の芯材側スリーブのうち、前記挿入端部に近接した位置に配置される芯材側スリーブを前記第2の芯材側スリーブとして該第2の芯材側スリーブの雄ネジに螺合され該第2の袋側スリーブの移動を制限するように構成された移動制限部材とを備え、
前記移動制限部材に前記第2の袋側スリーブを押圧する押圧保持部を前記第2の芯材側スリーブの他端に突設するとともに、前記第1の袋側スリーブをその内径が前記第2の芯材側スリーブの外径よりも大きくなるように構成したことを特徴とする地山補強用袋体。
In the ground reinforcing bag body that is formed in a tube shape so that the core material can be inserted and arranged, and each end is fixed to the core material so that grout material can be injected into the internal space,
A bag body;
A first core material side sleeve in which the core material is inserted and fixed to the core material, and an external thread is formed on the outer peripheral surface;
A first caulking member that narrows the peripheral edge of one end of the bag body between the first bag-side sleeve and the first bag-side sleeve, the peripheral edge of the bag body being in contact with the outer peripheral surface; A first fixing member formed by forming on the inner peripheral surface of the first bag-side sleeve a female screw that is screwed to the male screw of the first core-side sleeve;
A second core material side sleeve in which the core material is inserted and fixed to the core material, and an external thread is formed on the outer peripheral surface of one end;
A second bag-side sleeve in which the peripheral edge of the other end of the bag body is in contact with the outer peripheral surface, and a second caulking member that tightly attaches the peripheral edge of the other end of the bag body to the second bag-side sleeve. A second fixing member,
Of the end portions of the core material, the side to be inserted into the bag body is an insertion end portion, and among the first core material side sleeve and the second core material side sleeve, the insertion end portion The core material side sleeve arranged at a close position is used as the second core material side sleeve and is screwed into the male screw of the second core material side sleeve so as to limit the movement of the second bag side sleeve. A configured movement restriction member,
A pressing holding portion that presses the second bag-side sleeve on the movement restricting member protrudes from the other end of the second core material-side sleeve, and the inner diameter of the first bag-side sleeve is the second. A natural mountain reinforcing bag, characterized in that it is configured to be larger than the outer diameter of the core side sleeve.
前記挿入端部から離隔した位置に配置される芯材側スリーブを前記第1の芯材側スリーブとして該第1の芯材側スリーブに前記第1の袋側スリーブの移動を制限する移動制限部を突設した請求項記載の地山補強用袋体。 A movement restricting portion that restricts the movement of the first bag-side sleeve to the first core-side sleeve using the core-side sleeve arranged at a position separated from the insertion end as the first core-side sleeve. The ground reinforcing bag body according to claim 9, wherein 前記固定部材、前記第1の固定部材又は前記第2の固定部材の袋本体側にて前記袋本体を包囲する環状部材を備えた請求項1乃至請求項10のいずれか一記載の地山補強用袋体。 The ground reinforcement according to any one of claims 1 to 10 , further comprising an annular member that surrounds the bag body on the bag body side of the fixing member, the first fixing member, or the second fixing member. Bag body. 前記芯材側スリーブ、前記第1の芯材側スリーブ又は前記第2の芯材側スリーブの外周面側と内周面側とを互いに連通させる接着剤充填孔を該芯材側スリーブ、該第1の芯材側スリーブ又は該第2の芯材側スリーブに設けた請求項1乃至請求項11のいずれか一記載の地山補強用袋体。 The core material side sleeve, the first core material side sleeve, or the second core material side sleeve have an adhesive filling hole that allows the outer peripheral surface side and the inner peripheral surface side to communicate with each other. The bag body for reinforcing natural ground according to any one of claims 1 to 11 , wherein the bag body is provided on one of the core material side sleeve or the second core material side sleeve. 前記芯材側スリーブ、前記第1の芯材側スリーブ又は前記第2の芯材側スリーブの内部空間として、該芯材側スリーブ、該第1の芯材側スリーブ又は該第2の芯材側スリーブの材軸と平行でかつ互いに平行な2本の挿通孔を設けるとともに、その一方を前記芯材が挿通される芯材挿通孔、他方を前記袋本体の内部空間にグラウト材を注入するグラウト注入パイプが挿通されるパイプ挿通孔とした請求項1乃至請求項12のいずれか一記載の地山補強用袋体。 The core material side sleeve, the first core material side sleeve, or the second core material side as an internal space of the core material side sleeve, the first core material side sleeve, or the second core material side sleeve. A grout that has two insertion holes parallel to the material axis of the sleeve and parallel to each other, one of which is a core material insertion hole through which the core material is inserted, and the other of which is a grout material that is injected into the internal space of the bag body. The bag for reinforcing natural ground according to any one of claims 1 to 12 , which is a pipe insertion hole through which an injection pipe is inserted. 前記芯材をPC鋼より線とした請求項1乃至請求項13のいずれか一記載の地山補強用袋体。 The bag for reinforcing natural ground according to any one of claims 1 to 13 , wherein the core material is a strand made of PC steel. 前記芯材のうち、前記芯材側スリーブ、前記第1の芯材側スリーブ又は前記第2の芯材側スリーブから延びる先端露出部分に被覆される芯材被覆用キャップを備えた請求項14記載の地山補強用袋体。 Among the core, the core material side sleeve, the first claim 14, further comprising a core material coated cap to be coated on the tip exposed portion extending from the core member side sleeve or the second core member side sleeve A body for reinforcing natural ground.
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