JP2016044452A - Repair tool and repair method for concrete structure - Google Patents

Repair tool and repair method for concrete structure Download PDF

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JP2016044452A
JP2016044452A JP2014168976A JP2014168976A JP2016044452A JP 2016044452 A JP2016044452 A JP 2016044452A JP 2014168976 A JP2014168976 A JP 2014168976A JP 2014168976 A JP2014168976 A JP 2014168976A JP 2016044452 A JP2016044452 A JP 2016044452A
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bolt
concrete structure
planting
mortar
cover plate
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修 南
Osamu Minami
修 南
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MINAMIGUMI KK
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MINAMIGUMI KK
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Abstract

PROBLEM TO BE SOLVED: To provide a repair tool and a repair method for a concrete structure that readily and promptly repairs a crack, an exfoliation and other damage in a concrete structure at a low cost, while preventing enlargement of the crack and damage and resolving problems such as rusting of a metallic material and an explosive fracture of concrete caused by the rusting.SOLUTION: Planting bolts 1, 1, ... made of mortar are planted around a damaged site 21A on a wharf 21. A columnar body 2 that constitutes the planting bolt 1 has a spiral engaging groove 3 formed on an outer peripheral surface 2C from an intermediate part 2A to a tip side 2B, and the tip side is formed as a conical protrusion 4. A male screw part 5 is formed on the outer peripheral surface 2C of the columnar body 2, between the intermediate part 2A and a rear edge 2D. The planting bolt 1 is inserted into a bolt hole 11A on a cover plate 11, and a hexagonal nut 7 is screwed on the male screw part 5. Here, the planting bolt 1 and the hexagonal nut 7 are made by molding mortar.SELECTED DRAWING: Figure 1

Description

本発明は、岸壁、堤防、ダムの突堤、橋脚等のコンクリート製構造物に生じた亀裂や損壊箇所を補修するためのコンクリート製構造物用補修具及びコンクリート製構造物の補修方法に関する。 The present invention relates to a repair tool for a concrete structure and a repair method for a concrete structure for repairing a crack or a damaged portion generated in a concrete structure such as a quay, a dike, a dam jetty, and a pier.

岸壁、堤防、ダムの突堤等のコンクリート製構造物は、コンクリートと鉄骨を組み合わせた構造からなるが、コンクリートは酸性雨や大気中の酸化物に接して次第にアルカリ化する。このコンクリートのアルカリ化に伴って鉄骨が発錆し、錆が更に拡大すると鉄骨は体積が約9%膨張することから終にはコンクリートが膨脹圧によって爆裂し、コンクリート製構造物に亀裂や剥離が形成されてコンクリート製構造物の強度低下を招くことになる。   Concrete structures such as quays, dikes, and dam jetty are composed of a combination of concrete and steel, but the concrete gradually becomes alkaline in contact with acid rain and atmospheric oxides. As the concrete is alkalized, the steel frame rusts, and when the rust further expands, the steel frame expands by about 9%. Finally, the concrete explodes due to the expansion pressure, and the concrete structure is cracked and peeled off. As a result, the strength of the concrete structure is reduced.

このコンクリート製構造物の亀裂や損壊箇所を補修する方法として、従来は亀裂にはモルタルを加圧充填し、損壊箇所にはモルタルを塗布する、亀裂を含む周辺を凹状に切削してモルタルを充填するといった補修方法が行なわれている。また、堤防の補修方法として、五徳縫い水防工法があり、亀裂1の周囲の法面2に杭部材10を打ち込む前に、管状部材20を打ち込んで打ち込み用孔19を形成し、その後杭部材10を打ち込んで五徳縫い水防工法を実施する技術が提案されている(特許文献1)。 As a method of repairing cracks and damaged parts of this concrete structure, mortar is conventionally filled with pressure to the cracks, and mortar is applied to the damaged parts. The repair method of doing is performed. In addition, as a repair method for the dike, there is a Gotoku stitch water-proof method. Before the pile member 10 is driven into the slope 2 around the crack 1, the tubular member 20 is driven to form the driving hole 19, and then the pile member 10. A technique for implementing the Gotoku sewing water-proofing method by driving in (Patent Document 1) has been proposed.

特開2011−111825JP2011-111825A

上述した従来技術において、亀裂や損壊箇所にモルタルを単に充填する方法は、損傷箇所を覆うモルタルが露出した状態であるため雨水の浸透は避けられないし、一時的な補修に過ぎないので耐久性に欠けるという問題がある。また、損壊箇所を覆う補修板を金属製ボルト・ナットでコンクリート製構造物に固定して補修したのではボルト・ナットの発錆は避けられないという欠点がある。更に、五徳縫い水防工法にあっては、法面に打ち込んだ複数本の杭部材の上端側を交差させて紐で締結し、締結部位より上側に重りとしての土嚢を乗せることから、垂直面や傾斜面の補修には使用出来ないという欠点、補修工事に手間が掛り、費用が嵩む、耐久性に欠けるという欠点がある。   In the above-described prior art, the method of simply filling mortar with cracks or damaged parts is in a state where the mortar covering the damaged parts is exposed, so infiltration of rainwater is inevitable, and is only a temporary repair, so it is durable. There is a problem of lacking. In addition, there is a drawback that rusting of bolts and nuts cannot be avoided by repairing a repair plate that covers the damaged part by fixing it to a concrete structure with metal bolts and nuts. Furthermore, in the Gotoku seaweed flood control method, the upper ends of a plurality of pile members driven into the slope are crossed and fastened with a string, and a sandbag as a weight is placed on the upper side from the fastening part. There are disadvantages that it cannot be used for repairing inclined surfaces, troublesome repair work, high costs, and lack of durability.

本発明は上述した従来技術の諸欠点に鑑みなされたもので、コンクリート製構造物に生じた亀裂や剥離といった損壊箇所の補修を簡単、迅速、安価に行うことができ、しかも亀裂や損壊の拡大を防止することができるコンクリート製構造物用補修具及びコンクリート製構造物の補修方法を提供することを目的とする。   The present invention has been made in view of the above-mentioned drawbacks of the prior art, and can easily, quickly, and inexpensively repair damaged parts such as cracks and delaminations generated in concrete structures, and expand cracks and damages. An object of the present invention is to provide a repair tool for a concrete structure and a repair method for the concrete structure capable of preventing the above.

上述した課題を解決するための請求項1に係る発明を構成する手段は、コンクリート製構造物の補修箇所を覆う非金属製の覆い板を該コンクリート製構造物に取着する補修具であって、前記コンクリート製構造物のボルト植設穴にモルタルを充填した状態で挿着する植設ボルトは、円柱状基体の中間部位から軸方向先端側までの外周面に螺旋状係止溝を形成し、先端側は円錐状突起に形成し、前記中間部位から軸方向後端までの外周面に雄ねじ部を形成した形状からなり、前記覆い板のボルト通し穴に挿通した該植設ボルトの雄ねじ部にナットを螺合することにより該覆い板を前記コンクリート製構造物に密接させるものとし、該ナット及び植設ボルトはモルタル成形したものからなる。 Means constituting the invention according to claim 1 for solving the above-mentioned problem is a repair tool for attaching a non-metallic cover plate covering a repaired portion of a concrete structure to the concrete structure. The planting bolt to be inserted in a state where the bolt planting hole of the concrete structure is filled with mortar is formed with a helical locking groove on the outer peripheral surface from the intermediate part of the columnar base to the axial front end side. The tip side is formed in a conical protrusion, and has a shape in which a male screw part is formed on the outer peripheral surface from the intermediate part to the axial rear end, and the male screw part of the planted bolt inserted into the bolt through hole of the cover plate The cover plate is brought into intimate contact with the concrete structure by screwing the nut into the nut, and the nut and the planting bolt are made of mortar.

そして、前記植設ボルトは、前記中間部位から先端側の外周面に複数の姿勢保持片を離間して突設するとよい。   And the said planting bolt is good to project apart the some attitude | position holding piece in the outer peripheral surface of the front end side from the said intermediate part.

また、前記ナットは、軸方向に挿通して前記覆い板に係止する回り止めピンにより回動不能にするとよい。   The nut may be made non-rotatable by a non-rotating pin that is inserted in the axial direction and locked to the cover plate.

更に、前記植設ボルト及び/又はナットは、非金属製材料からなる補強材を混入してモルタル成形するとよい。   Furthermore, the planting bolt and / or nut may be mortar-molded with a reinforcing material made of a non-metallic material.

また、請求項5に係る発明を構成する手段は、コンクリート製構造物の補修箇所を覆う非金属製の覆い板を該コンクリート製構造物に取着する補修方法であって、円柱状基体の中間部位から軸方向先端側にかけて外周面に螺旋状係止溝を形成すると共に先端側を円錐状突起に形成し、前記円柱状基体の前記中間部位から軸方向後端までの外周面に雄ねじ部を形成してなる植設ボルトを、前記コンクリート製構造物のボルト植設穴にモルタルを充填して挿着し、前記覆い板のボルト通し穴に該植設ボルトを挿通して外側からナットを螺合して締着することにより、該覆い板を前記コンクリート構造物に密接させるようにしたことにある。 Further, the means constituting the invention according to claim 5 is a repairing method for attaching a non-metallic cover plate covering a repaired portion of a concrete structure to the concrete structure, wherein A helical locking groove is formed on the outer peripheral surface from the site to the front end side in the axial direction, and the front end side is formed as a conical protrusion, and a male screw portion is provided on the outer peripheral surface from the intermediate site to the rear end in the axial direction of the cylindrical base. The formed installation bolt is inserted by filling the bolt installation hole of the concrete structure with mortar, and the installation bolt is inserted into the bolt through hole of the cover plate, and the nut is screwed from the outside. The cover plate is brought into close contact with the concrete structure by fastening together.

そして、前記植設ボルトは、前記中間部位から先端側の外周面に複数の姿勢保持片を離間して突設するとよい。   And the said planting bolt is good to project apart the some attitude | position holding piece in the outer peripheral surface of the front end side from the said intermediate part.

本発明は上述の如く構成したから下記の諸効果を奏する。
(1)コンクリート製構造物の補修部分は非金属製の覆い板で覆い、覆い板はモルタル成形の植設ボルトとナットでコンクリート構造物に締着することにより補修し、金属材料は一切用いない構成にしたから、コンクリート構造物に有害なアルカリ化を招く発錆の問題を完全に解消することで耐久性に優れた補修が可能であるし、錆赤による変色も生じないから景観を損なう事態も解消できる。
(2)覆い板はコンクリート製構造物に挿着した植設ボルトにナットで締着して密接させる構成にしたから、補修作業を短期間に、かつ安価に行うことができる。
(3)植設ボルト及びナットはモルタル成形により製作して金属材料は一切用いない構成にしたから、発錆した金属製ボルト・ナットの体積増加によってコンクリート製構造物が爆裂するという従来の問題を完全に解消してコンクリート構造物の耐久性を大幅に高めることができる。しかも、補修費用が安価である。
(4)植設ボルトは外周面に螺旋状係止溝を形成し、先端側は円錐状突起に形成したから、モルタルを充填してあるボルト植設穴に螺入することで挿入が容易であるし、螺旋状係止溝内でモルタルが硬化することで、コンクリート製構造物に確実かつ強固に固着することができる。
(5)植設ボルトは外周面に複数の姿勢保持片を離間して突設したから、摺動性に欠けるコンクリート製構造物のボルト植設穴に容易に挿入することができ、しかも各姿勢保持片は硬化したモルタルに係着するので植設ボルトはコンクリート製構造物に強固に固着することができる。
(6)補修箇所の周囲に挿設した植設ボルトは覆い板によって位置が固定されるので、コンクリート製構造物の亀裂が拡大するのを抑えることができる。
(7)植設ボルト及び/又はナットに非金属製材料からなる補強材を混入してモルタル成形することで高い強度性を持たせたから、コンクリート製構造物の亀裂や損壊の拡大を可及的に防止することができる。
Since the present invention is configured as described above, the following effects can be obtained.
(1) The repair part of the concrete structure is covered with a non-metallic cover plate, and the cover plate is repaired by fastening it to the concrete structure with mortar-shaped planting bolts and nuts, and no metal material is used. Because it is configured, it is possible to repair with excellent durability by completely eliminating the problem of rusting that causes harmful alkalinity to concrete structures, and the situation that damages the landscape because it does not cause discoloration due to rust red Can also be eliminated.
(2) Since the cover plate is configured to be intimately fastened with a nut to a planting bolt inserted into a concrete structure, repair work can be performed in a short time and at low cost.
(3) Since the planted bolts and nuts are manufactured by mortar molding and no metal material is used, the conventional problem that the concrete structure explodes due to the increased volume of rusted metal bolts and nuts. It can be completely eliminated and the durability of the concrete structure can be greatly increased. Moreover, the repair cost is low.
(4) Since the planting bolt has a helical locking groove on the outer peripheral surface and the tip side is formed in a conical projection, it can be easily inserted by screwing into a bolt planting hole filled with mortar. In addition, since the mortar is cured in the helical locking groove, it can be securely and firmly fixed to the concrete structure.
(5) Since the planting bolt has a plurality of posture holding pieces protruding from the outer peripheral surface, the planting bolt can be easily inserted into a bolt planting hole of a concrete structure lacking slidability, and each posture Since the holding piece is attached to the cured mortar, the planting bolt can be firmly fixed to the concrete structure.
(6) Since the position of the planting bolt inserted around the repair location is fixed by the cover plate, it is possible to prevent the cracks in the concrete structure from expanding.
(7) Since the reinforcing material made of non-metallic material is mixed into the planting bolt and / or nut and mortar molded to give high strength, it is possible to expand the crack and damage of the concrete structure as much as possible. Can be prevented.

本発明の実施の形態に係るコンクリート製構造物用補修具の全体構成を示す側面図である。It is a side view which shows the whole structure of the repair tool for concrete structures which concerns on embodiment of this invention. 植設ボルトの正面図である。It is a front view of a planting bolt. 補修具の使用手順の説明図である。It is explanatory drawing of the use procedure of a repair tool. 補修具により覆い板を岸壁に取着した状態の断面図である。It is sectional drawing of the state which attached the cover board to the quay with a repair tool.

以下、本発明の実施の形態を図面に基づき詳述する。図において、1は植設ボルトで、該植設ボルト1はコンクリート製構造物である岸壁21にドリルによって穿設したボルト植設穴22に挿着するものである。2は該植設ボルト1を構成する円柱状基体で、該円柱状基体2はセメントを硬化させてモルタル成形したものからなり、全長にわたって略同径に形成してある。3、3は円柱状基体2に形成した2本の螺旋状係止溝で、該螺旋状係止溝3、3は周方向に180度離間して円柱状基体2の軸方向中間部位2Aから先端側2Bにかけて外周面2Cに形成してある。そして、円柱状基体2の先端側2Bは円錐状突起4に形成してある。   Hereinafter, embodiments of the present invention will be described in detail with reference to the drawings. In the figure, 1 is a planting bolt, and the planting bolt 1 is inserted into a bolt planting hole 22 drilled in a quay wall 21 which is a concrete structure. Reference numeral 2 denotes a columnar base constituting the planted bolt 1, and the columnar base 2 is made of mortar-molded cement and is formed to have substantially the same diameter over the entire length. Reference numerals 3 and 3 denote two helical locking grooves formed on the cylindrical base body 2. The helical locking grooves 3 and 3 are spaced apart from each other by 180 degrees in the circumferential direction from the axial intermediate portion 2A of the cylindrical base body 2. The outer peripheral surface 2C is formed on the distal end side 2B. The tip side 2B of the cylindrical base 2 is formed as a conical protrusion 4.

5は円柱状基体2に形成した雄ねじ部で、該雄ねじ部5は円柱状基体2の中間部位2Aから軸方向後端2Dにかけて外周面2Cに形成してある。6は円柱状基体2の後端面に形成した溝状のトルク掛部を示す。該トルク掛部6は大型ドライバーや金属板を係合して回転力を与えることにより、モルタル23を充填してあるボルト植設穴22に植設ボルト1を容易に螺入することができる。   Reference numeral 5 denotes a male screw portion formed on the cylindrical base body 2, and the male screw portion 5 is formed on the outer peripheral surface 2C from the intermediate portion 2A of the cylindrical base body 2 to the rear end 2D in the axial direction. Reference numeral 6 denotes a groove-like torque application portion formed on the rear end surface of the cylindrical base body 2. The torque hooking portion 6 can easily screw the planting bolt 1 into the bolt planting hole 22 filled with the mortar 23 by applying a rotational force by engaging a large screwdriver or a metal plate.

7、7、・・・は前記係止溝3、3の間に位置して円柱状基体2の外周面2Cに周方向及び軸方向に離間して突設した複数の姿勢保持片を示す。該各姿勢保持片7は、植設ボルト1に対して穴径を若干大きくして挿入し易いように穿設してあるボルト植設穴22の軸線に対して植設ボルト1の中心線が沿うように姿勢を保持し、植設ボルト1が岸壁21に対して傾いて植設されるのを防止するためのものである。そして、各姿勢保持片7は、上面7Aを前端から後端に向けて上り傾斜面に形成することによりモルタル23を充填してあるボルト植設穴22に挿入し易いようにしてある。   7, 7,... Are a plurality of posture holding pieces that are located between the locking grooves 3, 3 and project from the outer peripheral surface 2 </ b> C of the cylindrical base 2 so as to be spaced apart in the circumferential direction and the axial direction. Each of the posture holding pieces 7 has a center line of the planting bolt 1 with respect to the axis of the bolt planting hole 22 drilled so as to be easily inserted with a hole diameter slightly larger than that of the planting bolt 1. This is to maintain the posture so as to be along, and to prevent the planting bolt 1 from being tilted and planted with respect to the quay wall 21. And each attitude | position holding piece 7 makes it easy to insert in the bolt planting hole 22 with which the mortar 23 was filled by forming the upper surface 7A in an upward inclined surface toward the rear end.

なお、姿勢保持片7はモルタルで円柱状基体2と一体に成形してもよいし、合成樹脂材で成形して円柱状基体2の成形時に植設してもよい。また、上端側を姿勢保持片7とする3枚の合成樹脂板を周方向に120度離間して形成した保持片構成体を円柱状基体2の成形時にモールドして一体化してもよい。 Note that the posture holding piece 7 may be formed integrally with the columnar base 2 with mortar, or may be formed with a synthetic resin material and implanted when the columnar base 2 is formed. Alternatively, a holding piece structure formed by separating three synthetic resin plates having the upper end side as the posture holding piece 7 at 120 degrees in the circumferential direction may be molded and integrated at the time of forming the cylindrical substrate 2.

かくして、植設ボルト1はモルタル製の円柱状基体2の中間部位2Aから軸方向先端側2Bにかけて螺旋状係止溝3、3を形成し、先端側2Bは円錐状突起4に形成し、中間部位2Aから軸方向後端2Dは雄ねじ部5を形成した形状からなるが、その長さ及び直径は後述する覆い板11の大きさや厚さに対応可能なように種々設定するとよい。 Thus, the planting bolt 1 forms the helical locking grooves 3 and 3 from the intermediate portion 2A of the cylindrical base 2 made of mortar to the axial front end side 2B, and the front end side 2B is formed in the conical protrusion 4, and the intermediate The axial rear end 2D from the portion 2A has a shape in which the male screw portion 5 is formed, and the length and diameter thereof may be set variously so as to correspond to the size and thickness of the cover plate 11 described later.

8は植設ボルト1に螺着するモルタル製の六角ナットを示す。該六角ナット8は、スパナを掛ける外面が6面からなるナット本体8Aと、該ナット本体8Aの中心開口に形成し、植設ボルト1の雄ねじ部5に螺合する雌ねじ部8Bを一体に成形したものからなる。   Reference numeral 8 denotes a mortar hex nut screwed onto the planting bolt 1. The hexagonal nut 8 is integrally formed with a nut main body 8A having six outer surfaces on which a spanner is hung and a female threaded portion 8B that is formed in the central opening of the nut main body 8A and is screwed into the male threaded portion 5 of the planting bolt 1. Made up of.

9、9は該雌ねじ部8Bの外側に位置してナット本体8Aに軸方向に貫通して形成したピン挿通孔を示す。該各ピン挿通孔9に回り止めピン10を挿通し、該回り止めピン10の先端側を覆い板11に打ち込み、或いは圧入することで、六角ナット8の緩み防止を図っている。 Reference numerals 9 and 9 denote pin insertion holes formed outside the female screw portion 8B and penetrating through the nut body 8A in the axial direction. The hexagon nut 8 is prevented from loosening by inserting the rotation prevention pins 10 into the respective pin insertion holes 9 and driving or press-fitting the distal end side of the rotation prevention pins 10 into the cover plate 11.

11は岸壁21の損壊箇所21Aを覆うモルタル製の覆い板で、該覆い板11は略四角形の平板に成形してあり、外縁側に複数のボルト通し穴11A、11A、・・が形成してある。 11 is a cover plate made of mortar that covers the damaged portion 21A of the quay 21. The cover plate 11 is formed into a substantially rectangular flat plate, and a plurality of bolt through holes 11A, 11A,. is there.

本実施の形態からなる補修具は上述の構成からなるが、次にその作用について図3及び図4を参照して説明する。例えば、岸壁21に凹状に形成された損壊箇所21Aの補修をする場合、損壊箇所21Aを囲繞するように複数個のボルト植設穴22、22、・・・をドリルによって穿設し、各ボルト植設穴22に注入ガンGによってモルタル23を充填した後、植設ボルト1をボルト植設穴22に挿入する。   Although the repair tool which consists of this Embodiment consists of the above-mentioned structure, the effect | action is demonstrated with reference to FIG.3 and FIG.4 next. For example, when repairing the damaged portion 21A formed in the concave shape on the quay 21, a plurality of bolt installation holes 22, 22,... Are drilled so as to surround the damaged portion 21A. After filling the planting hole 22 with the mortar 23 with the injection gun G, the planting bolt 1 is inserted into the bolt planting hole 22.

植設ボルト1は先端側2Bを円錐状突起4に形成し、外周面2Cには螺旋状係止溝3を形成してあるから、植設ボルト1を回転させながら押し込むとモルタル23が螺旋状係止溝3内を円滑に流動するので、植設ボルト1大きな力を加えることなく容易に差し込むことができる。この植設ボルト1の螺入は、トルク掛部6に大型ドライバーや金属板を係合し、押圧しながら回転させることで容易に行うことができる。挿入した後、ボルト植設穴22内のモルタル24が硬化することで、植設ボルト1は岸壁21に強固に挿着した状態になる。   The planting bolt 1 is formed with a conical protrusion 4 on the tip side 2B, and a helical locking groove 3 is formed on the outer peripheral surface 2C. Therefore, when the planting bolt 1 is pushed in while rotating, the mortar 23 is spiraled. Since the inside of the locking groove 3 smoothly flows, the planting bolt 1 can be easily inserted without applying a large force. The installation bolt 1 can be easily screwed by engaging a large screwdriver or a metal plate with the torque hook 6 and rotating it while pressing. After the insertion, the mortar 24 in the bolt installation hole 22 is cured, so that the installation bolt 1 is firmly attached to the quay wall 21.

次に、岸壁21の損壊箇所21Aの凹部に注入ガンG或いは鏝でモルタル24を充填して均した後、覆い板11のボルト通し穴11A、11A、・・に植設ボルト1を挿通して損壊箇所21Aを覆い、六角ナット8を螺合して締着する。最後に、回り止めピン10を六角ナット8から覆い板11にかけて挿入し、六角ナット8の緩みを防止する。
なお、上記手順において、岸壁21に植設ボルト1を植設する作業と補修箇所21Aにモルタル23を充填する補修作業は前後してもよい。
Next, the mortar 24 is filled with an injection gun G or scissors in the concave portion of the damaged portion 21A of the quay 21 and leveled, and then the installation bolt 1 is inserted into the bolt through holes 11A, 11A,. The damaged portion 21A is covered, and the hexagon nut 8 is screwed and fastened. Finally, the non-rotating pin 10 is inserted from the hexagon nut 8 to the cover plate 11 to prevent the hexagon nut 8 from loosening.
In the above procedure, the operation of planting the planting bolt 1 on the quay 21 and the repairing operation of filling the repair location 21A with the mortar 23 may be performed before and after.

このようにして、損壊箇所21Aを覆った状態で覆い板11を岸壁21に密接させることにより、損壊箇所21Aに充填したモルタル23が雨水や降雪に直接晒されることが無いし、波力による影響を防ぎ、また損壊箇所21Aの周辺の劣化している部分も覆うので岸壁21に耐久性を持たせることができる。しかも、覆い板11が複数本の植設ボルト1、1、・・・を一体的に連結することにより、岸壁21の亀裂が拡大するのを抑えることもできる。 In this way, the covering plate 11 is brought into close contact with the quay 21 while covering the damaged portion 21A, so that the mortar 23 filled in the damaged portion 21A is not directly exposed to rainwater or snowfall, and is affected by wave power. In addition, since the degraded portion around the damaged portion 21A is also covered, the quay wall 21 can be made durable. And it can also suppress that the crack of the quay 21 expands because the cover board 11 connects several planting bolts 1, 1, ... integrally.

上記作用において、摺動性に欠けるコンクリート構造物である岸壁21に摺動性に欠けるモルタル製の植設ボルト1を無理なく挿入可能にするために、ボルト植設穴22は植設ボルト1の直径より幾分大径に設定して形成してある。しかし、かくしては植設ボルト1の略半分の長さの雄ねじ部5が岸壁21から壁面に対して下方に傾斜した状態で突出するため、ボルト通し穴11Aに対する位置がずれて覆い板11の組み付けが難い事態が生じる。
そこで、植設ボルト1の外側に複数の姿勢保持片7を周方向及び軸方向に離間して設け、各姿勢保持片7がボルト植設穴22の内面に接することで植設ボルト1自体の接触面を可及的に小さくすることにより、植設ボルト1はボルト植設穴22に容易に挿入することができる。しかも、各姿勢保持片7は食い込んだモルタル24が硬化することにより、植設ボルト1は岸壁21により強固に植設した状態にできる。
In the above operation, in order to allow the mortar planting bolt 1 lacking slidability to be easily inserted into the quay wall 21 which is a concrete structure lacking slidability, the bolt planting hole 22 is provided with the planting bolt 1. The diameter is set somewhat larger than the diameter. However, since the male screw part 5 having a length approximately half that of the installation bolt 1 protrudes downward from the quay wall 21 with respect to the wall surface, the position with respect to the bolt through hole 11A is shifted and the cover plate 11 is assembled. A difficult situation occurs.
Therefore, a plurality of posture holding pieces 7 are provided on the outer side of the planting bolt 1 so as to be separated from each other in the circumferential direction and the axial direction, and each posture holding piece 7 is in contact with the inner surface of the bolt planting hole 22 so The planting bolt 1 can be easily inserted into the bolt planting hole 22 by making the contact surface as small as possible. In addition, since the mortar 24 that has bitten each posture holding piece 7 is cured, the planting bolt 1 can be firmly planted by the quay 21.

そして、本発明において植設ボルト1及び六角ナット7をモルタル成形する際、セメントにグラスファイバーやカーボンファイバー等の高強度の非金属製繊維質材からなる補強材を混合することにより強度性を高めるとよい。   In the present invention, when the planting bolt 1 and the hexagon nut 7 are mortar-molded, the strength is increased by mixing a reinforcing material made of a non-metallic fibrous material such as glass fiber or carbon fiber into cement. Good.

なお、本実施の形態では円柱状基体2に2本の螺旋状係止溝3、3を形成する構成にしたが、螺旋状係止溝の数は実施の形態に限定されるものではなく、1本でも3本でもよいものである。   In the present embodiment, the two cylindrical locking grooves 3 and 3 are formed in the columnar base 2, but the number of the helical locking grooves is not limited to the embodiment. One or three may be sufficient.

1 植設ボルト
2 円柱状基体
2A 中間部位
2B 先端側
2C 外周面
2D 後端
3 螺旋状係止溝
4 円錐状突起
5 雄ねじ部
7 姿勢保持片
8 六角ナット
10 回り止めピン
11 覆い板
21 岸壁(コンクリート製構造物)
21A 損壊箇所
22 ボルト植設穴
23 モルタル
DESCRIPTION OF SYMBOLS 1 Planting bolt 2 Cylindrical base body 2A Intermediate part 2B Front end side 2C Outer peripheral surface 2D Rear end 3 Helical locking groove 4 Conical protrusion 5 Male thread part 7 Position holding piece 8 Hexagon nut 10 Detent pin 11 Cover plate 21 Quay ( Concrete structures)
21A Damaged part 22 Bolt planting hole 23 Mortar

Claims (6)

コンクリート製構造物の補修箇所を覆う非金属製の覆い板を該コンクリート製構造物に取着する補修具であって、前記コンクリート製構造物のボルト植設穴にモルタルを充填した状態で挿着する植設ボルトは、円柱状基体の中間部位から軸方向先端側までの外周面に螺旋状係止溝を形成し、先端側は円錐状突起に形成し、前記中間部位から軸方向後端までの外周面に雄ねじ部を形成した形状からなり、前記覆い板のボルト通し穴に挿通した該植設ボルトの雄ねじ部にナットを螺合することにより該覆い板を前記コンクリート製構造物に密接させるものとし、該ナット及び植設ボルトはモルタル成形したものであるコンクリート製構造物用補修具。 A repair tool for attaching a non-metallic cover plate covering a repaired portion of a concrete structure to the concrete structure, which is inserted in a state where mortar is filled in a bolt installation hole of the concrete structure. The implanted bolt is formed with a helical locking groove on the outer peripheral surface from the intermediate part of the cylindrical base body to the axial front end side, the front end side is formed as a conical protrusion, and extends from the intermediate part to the axial rear end. The outer plate has a shape in which a male thread portion is formed, and the cover plate is brought into close contact with the concrete structure by screwing a nut into the male screw portion of the planted bolt inserted into the bolt through hole of the cover plate. A concrete structure repair tool in which the nut and the planting bolt are mortar molded. 前記植設ボルトは、前記中間部位から先端側の外周面に複数の姿勢保持片を離間して突設してあることを特徴とする請求項1記載のコンクリート製構造物用補修具。   The repairing tool for a concrete structure according to claim 1, wherein the planting bolt has a plurality of posture holding pieces protruding from the intermediate portion on the outer peripheral surface on the tip side. 前記ナットは、軸方向に挿通して前記覆い板に係止する回り止めピンにより回動不能にしてあることを特徴とする請求項1記載のコンクリート製構造物用補修具。   2. The repair tool for a concrete structure according to claim 1, wherein the nut is made non-rotatable by a non-rotating pin that is inserted in an axial direction and locked to the cover plate. 前記植設ボルト及び/又はナットは、非金属製材料からなる補強材を混入してモルタル成形したものであることを特徴とする請求項1記載のコンクリート製構造物用補修具。   The repairing tool for a concrete structure according to claim 1, wherein the planting bolt and / or nut is formed by mortar forming a reinforcing material made of a non-metallic material. コンクリート製構造物の補修箇所を覆う非金属製の覆い板を該コンクリート製構造物に取着する補修方法であって、円柱状基体の中間部位から軸方向先端側にかけて外周面に螺旋状係止溝を形成すると共に、先端を円錐状突起に形成し、前記円柱状基体の前記中間部位から軸方向後端までの外周面に雄ねじ部を形成してなる植設ボルトを、前記コンクリート製構造物のボルト植設穴にモルタルを充填して挿着し、前記覆い板のボルト通し穴に該植設ボルトを挿通して外側からナットを螺合して締着することにより、該覆い板を前記コンクリート構造物に密接させるようにしたコンクリート製構造物の補修方法。 A repair method for attaching a non-metallic cover plate covering a repaired portion of a concrete structure to the concrete structure, which is helically locked to the outer peripheral surface from the intermediate portion of the columnar base to the axial front end side A concrete structure is provided with a planting bolt having a groove, a tip formed in a conical protrusion, and an external thread formed on the outer peripheral surface from the intermediate portion to the rear end in the axial direction of the cylindrical substrate. The mortar is filled with mortar and inserted, and the bolt is inserted into the bolt through hole of the cover plate, and a nut is screwed from the outside to fasten the cover plate. A method for repairing concrete structures that are in close contact with concrete structures. 前記植設ボルトは、前記中間部位から先端側の外周面に複数の姿勢保持片を離間して突設してあることを特徴とする請求項5記載のコンクリート製構造物の補修方法。   6. The method for repairing a concrete structure according to claim 5, wherein the planting bolt has a plurality of posture holding pieces protruding from the intermediate portion on the outer peripheral surface on the tip side.
JP2014168976A 2014-08-22 2014-08-22 Repair tool and repair method for concrete structure Pending JP2016044452A (en)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN114108421A (en) * 2022-01-26 2022-03-01 中国长江三峡集团有限公司 Lapping device and lapping chain

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN114108421A (en) * 2022-01-26 2022-03-01 中国长江三峡集团有限公司 Lapping device and lapping chain

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