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JP5703081B2 - Fixing structure and fixing structure - Google Patents
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JP5703081B2 - Fixing structure and fixing structure - Google Patents

Fixing structure and fixing structure Download PDF

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JP5703081B2
JP5703081B2 JP2011067881A JP2011067881A JP5703081B2 JP 5703081 B2 JP5703081 B2 JP 5703081B2 JP 2011067881 A JP2011067881 A JP 2011067881A JP 2011067881 A JP2011067881 A JP 2011067881A JP 5703081 B2 JP5703081 B2 JP 5703081B2
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tendon
filler
fixing
fixing structure
tension
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JP2012202115A (en
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英一郎 佐伯
英一郎 佐伯
林 賢一
賢一 林
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Nippon Steel Engineering Co Ltd
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Nippon Steel and Sumikin Engineering Co Ltd
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Description

本発明は、緊張材端部を構造物に定着させる定着構造および定着構造体に関する。   The present invention relates to a fixing structure for fixing an end of a tendon material to a structure and a fixing structure.

従来から、この種の定着構造として、例えば下記特許文献1に示されるような、構造物内に埋め込まれたキャスティングブロックと、キャスティングブロックに支承され緊張材を定着する内部コーンを有するボンディングブロックと、緊張材を定着するアンカーヘッドと、を備える構成が知られている。
この定着構造では、まず、緊張材の初期緊張を、緊張材端部をアンカーヘッドに定着することで行う。そして、このように緊張材を初期緊張させた後、ボンディングブロック内に充填材を充填し、充填材と緊張材とが一体化してなる内部コーンをボンディングブロック内に形成する。
Conventionally, as this type of fixing structure, for example, as shown in Patent Document 1 below, a casting block embedded in a structure, and a bonding block having an internal cone supported by the casting block and fixing a tendon, An arrangement including an anchor head for fixing a tendon is known.
In this fixing structure, first, the initial tension of the tendon is performed by fixing the end of the tendon to the anchor head. After the tension material is initially tensioned in this manner, the bonding material is filled into the bonding block, and an internal cone formed by integrating the filling material and the tension material is formed in the bonding block.

特開2003−286759号公報JP 2003-286759 A

しかしながら、前記従来の定着構造では、緊張材の初期緊張が、緊張材端部をアンカーヘッドに定着することで行われていることから、緊張材の初期緊張力がアンカーヘッドに集中するため、アンカーヘッドの強度を確保する必要がある。そのため、アンカーヘッドを厚くする必要があり、アンカーヘッドに多量の鋼材を要し、製造コストが高くなってしまうという問題があった。   However, in the conventional fixing structure, since the initial tension of the tendon is performed by fixing the end of the tendon to the anchor head, the initial tension of the tendon concentrates on the anchor head. It is necessary to ensure the strength of the head. Therefore, it is necessary to increase the thickness of the anchor head, requiring a large amount of steel for the anchor head, resulting in a problem that the manufacturing cost increases.

本発明は、前述した事情に鑑みてなされたものであって、その目的は、低コスト化を図ることができる定着構造を提供することである。   The present invention has been made in view of the above-described circumstances, and an object thereof is to provide a fixing structure capable of reducing the cost.

前記課題を解決するために、本発明は以下の手段を提案している。
本願の請求項1に記載の発明は、構造物に形成された貫通孔に挿通される緊張材において、該貫通孔から軸線方向の一方側に突出する緊張材端部を、該構造物に定着させる定着構造であって、前記緊張材端部が内挿された管部と、前記軸線方向に沿って前記管部と前記構造物との間に配置されるとともに前記軸線方向に貫設された挿通孔内に前記緊張材が挿通され、前記管部を前記軸線方向の他方側から閉塞するとともに前記構造物に前記一方側から密接する底板部と、モルタル材料、樹脂材料またはモルタル材料と樹脂材料との混合材料からなり、前記管部内に充填されて前記底板部に前記一方側から密接するとともに前記緊張材端部に固着された充填材と、前記充填材に前記一方側から密接するとともに前記管部に前記一方側から非接触であり、前記緊張材端部の端縁が固定された固定板と、を備えていることを特徴とする。
In order to solve the above problems, the present invention proposes the following means.
According to the first aspect of the present invention, in the tension member inserted through the through hole formed in the structure, the end of the tension member protruding from the through hole to one side in the axial direction is fixed to the structure. A fixing structure that is arranged between the tube portion in which the end of the tendon is inserted and the tube portion and the structure along the axial direction, and penetrates in the axial direction. A bottom plate portion in which the tendon is inserted into the insertion hole, closes the tube portion from the other side in the axial direction and is in close contact with the structure from the one side, and a mortar material, a resin material, or a mortar material and a resin material consists mixed material of the filling material is fixed to the tendon ends together closely from the one side to the bottom plate portion is filled in the pipe section, with closely from the one side to the filling material Non-contact from the one side to the pipe There, characterized in that the edge of the tendon end is provided with a fixed plate fixed.

この発明では、緊張材の緊張力が、緊張材端部の端縁から固定板を介して支圧力として充填材に伝達されたり、緊張材端部から直接、充填材に伝達されたりした後、充填材から底板部に支圧力として伝達され、その後、構造物に受け止められる。
また充填材が、モルタル材料、樹脂材料またはモルタル材料と樹脂材料との混合材料からなるので、前述のように充填材に緊張力が伝達されると、充填材が管部の径方向の外側に膨らむように変形する。このとき、管部が充填材の変形を拘束することにより、充填材に伝達された力が管部にも伝達されて受け止められる。
以上のように、緊張材の緊張力は、緊張材端部から充填材を介して底板部および管部に分散して伝達され、構造物および管部にそれぞれ受け止められることとなり、緊張材端部が構造物に定着される。
In this invention, after the tension force of the tendon is transmitted to the filler as a support pressure from the end of the tendon end via the fixing plate, or directly transmitted from the end of the tendon to the filler, It is transmitted as a supporting pressure from the filler to the bottom plate, and then received by the structure.
Further, since the filler is made of a mortar material, a resin material, or a mixed material of a mortar material and a resin material, when the tension is transmitted to the filler as described above, the filler is placed outside the pipe portion in the radial direction. Deforms to swell. At this time, the tube portion restrains the deformation of the filler, so that the force transmitted to the filler is also transmitted to the tube portion and received.
As described above, the tension of the tendon is distributed and transmitted from the end of the tendon to the bottom plate and the pipe through the filler, and is received by the structure and the pipe, respectively. Is fixed to the structure.

なお固定板が、管部に前記一方側から非接触である場合には、緊張材の緊張力のうち、固定板を介して支圧力として伝達される力を、管部に伝達するのではなく充填材に伝達させることができる。これにより、緊張力が管部に軸線方向に沿った力として伝達し難くなる。
また固定板が、管部に前記一方側から接触している場合であっても、固定板に緊張材端部の端縁から緊張力が加えられたときに、固定板が前記他方側に変形し、固定板において管部との接触部分よりも前記径方向の内側に位置する部分が、充填材に支圧力を伝達することにより、緊張材の緊張力のうち、固定板を介して支圧力として伝達される力を、管部よりも充填材に優先的に伝達させることができる。
When the fixing plate is not in contact with the pipe portion from the one side, the force transmitted as the supporting pressure through the fixing plate out of the tension force of the tendon material is not transmitted to the pipe portion. It can be transmitted to the filler. Thereby, it becomes difficult to transmit the tension force as a force along the axial direction to the pipe portion.
Further, even when the fixing plate is in contact with the pipe portion from the one side, when the tension force is applied to the fixing plate from the edge of the end of the tension member, the fixing plate is deformed to the other side. The portion of the fixed plate that is located on the inner side in the radial direction with respect to the contact portion with the pipe portion transmits the support pressure to the filler. The force transmitted as can be transmitted to the filler more preferentially than the tube portion.

また、本願の請求項2に記載の発明は、前記管部は、前記一方側から前記他方側に向かうに従い漸次、縮径したテーパ状に形成されていることを特徴とする。   The invention according to claim 2 of the present application is characterized in that the pipe portion is formed in a tapered shape having a diameter gradually reduced from the one side toward the other side.

この発明では、管部が、前記一方側から前記他方側に向かうに従い漸次、縮径したテーパ状に形成されているので、緊張材に加えられた緊張力が、構造物および管部にそれぞれ受け止められるときに、充填材に、管部の径方向の内側に向けた力が伝達され易く、充填材が緊張材端部に強固に固着されることとなる。   In this invention, since the pipe part is formed in a tapered shape having a diameter gradually reduced from the one side to the other side, the tension force applied to the tendon is received by the structure and the pipe part, respectively. When this is done, the force directed toward the inside in the radial direction of the tube portion is easily transmitted to the filler, and the filler is firmly fixed to the end of the tendon.

また、本願の請求項3に記載の発明は、前記管部の内周面には、滑り材層が設けられていることを特徴とする。   The invention according to claim 3 of the present application is characterized in that a sliding material layer is provided on the inner peripheral surface of the pipe portion.

この発明では、管部の内周面に滑り材層が設けられているので、緊張材の緊張力が充填材に伝達されたときに、充填材が、緊張材端部に強固に固着されつつ、管部の内周面上を滑りながら前記他方側に移動しようとする。ここで前述のように、管部が、前記一方側から前記他方側に向かうに従い漸次、縮径したテーパ状に形成されているので、充填材が、管部の内周面上を滑りながら前記他方側に移動しようとすることで、充填材に、管部の径方向の内側に向けた力がより伝達され易くなり、充填材が緊張材端部に一層強固に固着されることとなる。   In this invention, since the slip material layer is provided on the inner peripheral surface of the pipe portion, the filler is firmly fixed to the end of the tendon when the tension of the tendon is transmitted to the filler. Then, it tries to move to the other side while sliding on the inner peripheral surface of the pipe part. Here, as described above, the pipe portion is formed in a tapered shape having a diameter gradually reduced from the one side toward the other side, so that the filler slides on the inner peripheral surface of the pipe portion while By trying to move to the other side, the force toward the inside in the radial direction of the tube portion is more easily transmitted to the filler, and the filler is more firmly fixed to the end of the tendon.

また、本願の請求項4に記載の発明は、貫通孔が形成された構造物と、前記貫通孔に挿通された緊張材と、を備え、前記緊張材において前記貫通孔から軸線方向の一方側に突出した緊張材端部は、前記定着構造によって前記構造物に定着されていることを特徴とする。   The invention according to claim 4 of the present application includes a structure in which a through-hole is formed and a tension member inserted through the through-hole, and one side of the tension member in the axial direction from the through-hole. The end of the tendon material protruding to the surface is fixed to the structure by the fixing structure.

本願の請求項1に記載の発明によれば、緊張材の緊張力が、底板部および管部に分散して伝達されるので、底板部および管部の強度を確保するためにこれらが厚くなりすぎるのを抑制することが可能になり、鋼材の使用量を抑えて低コスト化を図ることができる。
また、緊張力が充填材を介して分散されるので、管部内に充填材を充填するという簡便な作業を行うことで、緊張力を分散させる構造を形成することができる。これにより、定着構造の製造時に、煩雑な加工を抑制することが可能になり、製造コストを抑えることができる。
さらに、緊張力を管部に軸線方向に沿った力として伝達させ難くした場合には、管部の軸線方向の強度を高めるために管部に鋼材を多量に用いるのを抑制することが可能になり、鋼材の使用量を一層抑えて更なる低コスト化を図ることができる。
According to the invention described in claim 1 of the present application, since the tension force of the tendon is distributed and transmitted to the bottom plate portion and the pipe portion, they are thickened to ensure the strength of the bottom plate portion and the pipe portion. Therefore, it is possible to suppress excessively, and it is possible to reduce the cost by suppressing the amount of steel used.
Moreover, since tension force is disperse | distributed via a filler, the structure which disperse | tensile_strength can be formed by performing the simple operation | work of filling a filler in a pipe part. As a result, complicated processing can be suppressed during manufacturing of the fixing structure, and manufacturing cost can be suppressed.
Furthermore, when it is difficult to transmit the tension force to the pipe portion as a force along the axial direction, it is possible to suppress the use of a large amount of steel material in the pipe portion in order to increase the strength in the axial direction of the pipe portion. Therefore, the amount of steel used can be further suppressed and further cost reduction can be achieved.

本願の請求項2に記載の発明によれば、充填材が緊張材端部に強固に固着されるので、緊張材端部を構造物に安定に定着させることができる。
また、本願の請求項3に記載の発明によれば、充填材が緊張材端部に強固に一層固着されるので、緊張材端部を構造物に確実に安定に定着させることができる。
According to the second aspect of the present invention, since the filler is firmly fixed to the end of the tendon, the end of the tendon can be stably fixed to the structure.
According to the invention described in claim 3 of the present application, since the filler is firmly fixed to the end of the tendon, the end of the tendon can be reliably and stably fixed to the structure.

本願の請求項4に記載の発明によれば、前記定着構造によって緊張材端部が構造物に定着されているので、低コスト化を図ることができる。   According to the invention described in claim 4 of the present application, since the end portion of the tendon is fixed to the structure by the fixing structure, the cost can be reduced.

本発明の一実施形態に係る定着構造体の要部を示す縦断面図である。FIG. 3 is a longitudinal sectional view showing a main part of a fixing structure according to an embodiment of the present invention. 図1に示す定着構造体を構成する定着構造を、軸線方向の一方側から見た平面図である。FIG. 2 is a plan view of the fixing structure constituting the fixing structure shown in FIG. 1 as viewed from one side in the axial direction. 図1に示す定着構造体を構成する定着構造を、軸線方向の他方側から見た平面図である。FIG. 2 is a plan view of the fixing structure constituting the fixing structure shown in FIG. 1 as viewed from the other side in the axial direction. 図1に示す定着構造体の変形例の要部を示す縦断面図である。FIG. 8 is a longitudinal sectional view showing a main part of a modification of the fixing structure shown in FIG. 1.

以下、図面を参照し、本発明の一実施形態に係る定着構造体を説明する。
図1に示すように、定着構造体1は、貫通孔2aが形成された構造物2と、貫通孔2aに挿通された複数の緊張材3と、を備えている。そして、緊張材3において貫通孔2aから軸線O方向の一方側に突出した緊張材端部3aは、定着構造10によって構造物2に定着されている。
Hereinafter, a fixing structure according to an embodiment of the present invention will be described with reference to the drawings.
As shown in FIG. 1, the fixing structure 1 includes a structure 2 in which a through hole 2a is formed, and a plurality of tension members 3 inserted through the through hole 2a. The tendon end 3 a protruding from the through hole 2 a to the one side in the axis O direction in the tendon 3 is fixed to the structure 2 by the fixing structure 10.

定着構造10は、緊張材端部3aが内挿された管部11と、軸線O方向に沿って管部11と構造物2との間に配置されるとともに、軸線O方向に貫設された挿通孔12a内に緊張材3が挿通された底板部12と、無収縮モルタル(モルタル材料)からなり、管部11内に充填されて底板部12に前記一方側から密接するとともに緊張材端部3aに固着された充填材13と、充填材13に前記一方側から密接するとともに、緊張材端部3aの端縁3bが固定された固定板14と、を備えている。   The fixing structure 10 is disposed between the tube portion 11 in which the tendon end portion 3a is inserted, and the tube portion 11 and the structure 2 along the axis O direction, and is penetrated in the axis O direction. The bottom plate part 12 in which the tendon material 3 is inserted into the insertion hole 12a and the non-shrink mortar (mortar material) are filled in the tube part 11 and are in close contact with the bottom plate part 12 from the one side and the end part of the tendon A filler 13 fixed to 3a, and a fixing plate 14 which is in close contact with the filler 13 from the one side and to which the edge 3b of the tendon end 3a is fixed.

ここで本実施形態では、図1から図3に示すように、定着構造10の管部11は円管状に形成されるとともに、底板部12および固定板14は円盤状に形成され、図1に示すように、構造物2の貫通孔2a、並びに定着構造10の管部11、底板部12および固定板14の各中心軸線は共通軸上に位置している。以下では、この共通軸を軸線Oといい、軸線Oに直交する方向を径方向という。   Here, in this embodiment, as shown in FIGS. 1 to 3, the tube portion 11 of the fixing structure 10 is formed in a circular tube shape, and the bottom plate portion 12 and the fixing plate 14 are formed in a disk shape. As shown, the through holes 2a of the structure 2 and the central axes of the tube portion 11, the bottom plate portion 12 and the fixing plate 14 of the fixing structure 10 are located on a common axis. Hereinafter, this common axis is referred to as an axis O, and a direction orthogonal to the axis O is referred to as a radial direction.

緊張材3は、一本の線材からなる単線とされており、軸線O方向に沿って延在している。図2および図3に示すように、複数の緊張材3は、軸線O方向から見た平面視において、互いの中心軸線間の間隔が同等となるように配置されている。本実施形態では、複数の緊張材3のうちの1つが軸線Oと同軸に配置され、この1つの緊張材3を、他の緊張材3が径方向の外側から2重に囲うように配置されている。   The tendon 3 is a single wire made of a single wire, and extends along the direction of the axis O. As shown in FIGS. 2 and 3, the plurality of tendons 3 are arranged such that the distances between the central axes are equal in a plan view viewed from the direction of the axis O. In this embodiment, one of the plurality of tendons 3 is arranged coaxially with the axis O, and the other tendon 3 is arranged so as to double surround the one tendon 3 from the outside in the radial direction. ing.

図1に示すように、底板部12は、管部11を前記他方側から閉塞するとともに構造物2に前記一方側から密接している。底板部12の外径は貫通孔2aの内径よりも大きくなっており、底板部12の外周縁部は、構造物2における貫通孔2aの開口周縁部に前記一方側から密接している。   As shown in FIG. 1, the bottom plate portion 12 closes the tube portion 11 from the other side and is in close contact with the structure 2 from the one side. The outer diameter of the bottom plate portion 12 is larger than the inner diameter of the through hole 2 a, and the outer peripheral edge portion of the bottom plate portion 12 is in close contact with the opening peripheral edge portion of the through hole 2 a in the structure 2 from the one side.

管部11は、前記一方側から前記他方側に向かうに従い漸次、縮径したテーパ状に形成されている。管部11の前記他方側の開口端部11aの外径は、底板部12の外径よりも小さく、前記開口端部11aは底板部12に前記一方側から当接するとともに溶接により接合されている。
なお管部11の内周面には、滑り材層16が設けられている。滑り材層16は、管部11の内周面に全面にわたって設けられており、例えば管部11の内周面に塗装を施したり、ゴム材料からなるアンボンド材を塗布したりすること等により形成することができる。
The pipe part 11 is formed in a tapered shape having a diameter gradually reduced from the one side toward the other side. The outer diameter of the opening end portion 11a on the other side of the tube portion 11 is smaller than the outer diameter of the bottom plate portion 12, and the opening end portion 11a contacts the bottom plate portion 12 from the one side and is joined by welding. .
A sliding material layer 16 is provided on the inner peripheral surface of the pipe portion 11. The sliding material layer 16 is provided over the entire inner peripheral surface of the pipe portion 11, and is formed, for example, by coating the inner peripheral surface of the pipe portion 11 or applying an unbond material made of a rubber material. can do.

充填材13は、管部11内の全体に広がって隙間無く充填されて円錐台状に形成されており、充填材13において前記一方側を向く端面は、管部11において前記一方側を向く端面と面一になっている。充填材13は、流動性を具備する無収縮モルタルが管部11内に充填された後、硬化することで形成される。   The filler 13 spreads over the entire inside of the pipe portion 11 and is filled with no gap, and is formed in a truncated cone shape. The end face facing the one side in the filler 13 is the end face facing the one side in the pipe portion 11. It has become the same. The filler 13 is formed by curing after the non-shrink mortar having fluidity is filled in the tube portion 11.

固定板14には、軸線O方向に延在する固定孔14aが貫設されており、固定孔14aから緊張材端部3aの端縁3bが突出している。該端縁3bの外周には図示されない雄ねじ部が形成されており、該端縁3bは、ナットからなり前記雄ねじ部に螺着された固定部材15を介して固定板14に固定されている。本実施形態では、固定部材15が、固定板14において前記一方側を向く端面に当接することにより、緊張材3の前記端縁3bが固定板14に固定されている。   The fixing plate 14 is provided with a fixing hole 14a extending in the direction of the axis O, and an end 3b of the tendon end 3a protrudes from the fixing hole 14a. A male screw portion (not shown) is formed on the outer periphery of the end edge 3b, and the end edge 3b is fixed to the fixing plate 14 via a fixing member 15 made of a nut and screwed to the male screw portion. In the present embodiment, the fixing member 15 is in contact with the end face facing the one side of the fixing plate 14, whereby the end edge 3 b of the tension material 3 is fixed to the fixing plate 14.

そして本実施形態では、固定板14の外径は、図1および図2に示すように、管部11の前記一方側の開口端部11bの内径よりも小さくされ、固定板14は、管部11に前記一方側から非接触となっている。
以上のように構成された定着構造体1において、緊張材3の初期緊張は、定着構造10が形成された後に行われる。
In the present embodiment, the outer diameter of the fixing plate 14 is made smaller than the inner diameter of the opening end portion 11b on the one side of the tube portion 11, as shown in FIGS. 11 is non-contact from the one side.
In the fixing structure 1 configured as described above, the initial tension of the tension member 3 is performed after the fixing structure 10 is formed.

次に、前記定着構造10の作用について説明する。
図1に示すような定着構造10では、緊張材3の緊張力が、緊張材端部3aの端縁3bから固定部材15および固定板14を介して支圧力として充填材13に伝達されたり、緊張材端部3aから直接、充填材13に伝達されたりした後、充填材13から底板部12に支圧力として伝達され、その後、構造物2に受け止められる。
Next, the operation of the fixing structure 10 will be described.
In the fixing structure 10 as shown in FIG. 1, the tension force of the tension material 3 is transmitted from the end 3 b of the tension material end 3 a to the filler 13 as a support pressure via the fixing member 15 and the fixing plate 14. After being transmitted directly from the tendon end 3 a to the filler 13, it is transmitted as a supporting pressure from the filler 13 to the bottom plate 12, and then received by the structure 2.

また充填材13が無収縮モルタルからなるので、前述のように充填材13に緊張力が伝達されると、充填材13が径方向の外側に膨らむように変形する。このとき、管部11が充填材13の変形を拘束することにより、充填材13に伝達された力が管部11にも伝達されて受け止められる。   Further, since the filler 13 is made of non-shrink mortar, when the tension is transmitted to the filler 13 as described above, the filler 13 is deformed so as to bulge outward in the radial direction. At this time, the pipe part 11 restrains the deformation of the filler 13, so that the force transmitted to the filler 13 is also transmitted to the pipe part 11 and received.

以上のように、緊張材3の緊張力は、緊張材端部3aから充填材13を介して底板部12および管部11に分散して伝達され、構造物2および管部11にそれぞれ受け止められることとなり、緊張材端部3aが構造物2に定着される。   As described above, the tension force of the tension material 3 is distributed and transmitted from the tension material end portion 3a to the bottom plate portion 12 and the tube portion 11 via the filler 13, and is received by the structure 2 and the tube portion 11, respectively. As a result, the tendon end portion 3 a is fixed to the structure 2.

以上説明したように、本実施形態に係る定着構造10によれば、緊張材3の緊張力が、底板部12および管部11に分散して伝達されるので、底板部12および管部11の強度を確保するためにこれらが厚くなりすぎるのを抑制することが可能になり、鋼材の使用量を抑えて低コスト化を図ることができる。   As described above, according to the fixing structure 10 according to the present embodiment, the tension force of the tension member 3 is distributed and transmitted to the bottom plate portion 12 and the tube portion 11. In order to ensure strength, it is possible to prevent these from becoming too thick, and it is possible to reduce the cost by reducing the amount of steel used.

また固定板14が、管部11に前記一方側から非接触であるので、緊張材3の緊張力のうち、固定板14を介して支圧力として伝達される力を、管部11に伝達するのではなく充填材13に伝達させることができる。これにより、緊張力を管部11に軸線O方向に沿った力として伝達し難くすることができるので、管部11の軸線O方向の強度を高めるために管部11に鋼材を多量に用いるのを抑制することが可能になり、鋼材の使用量を一層抑えて更なる低コスト化を図ることができる。   In addition, since the fixing plate 14 is not in contact with the tube portion 11 from the one side, the force transmitted as the supporting pressure through the fixing plate 14 among the tension force of the tension member 3 is transmitted to the tube portion 11. Instead of this, it can be transmitted to the filler 13. Thereby, it is possible to make it difficult to transmit the tension force to the pipe part 11 as a force along the axis O direction. Therefore, a large amount of steel is used for the pipe part 11 in order to increase the strength of the pipe part 11 in the axis O direction. It is possible to further reduce the cost by further reducing the amount of steel used.

さらに、緊張力が充填材13を介して分散されるので、管部11内に充填材13を充填するという簡便な作業を行うことで、緊張力を分散させる構造を形成することができる。これにより、定着構造10の製造時に、煩雑な加工を抑制することが可能になり、製造コストを抑えることができる。   Further, since the tension force is dispersed through the filler 13, a structure for dispersing the tension can be formed by performing a simple operation of filling the tube portion 11 with the filler 13. As a result, complicated processing can be suppressed during manufacturing of the fixing structure 10, and manufacturing costs can be reduced.

また、管部11が、前記一方側から前記他方側に向かうに従い漸次、縮径したテーパ状に形成されているので、緊張材3に加えられた緊張力が、構造物2および管部11にそれぞれ受け止められるときに、充填材13に径方向の内側に向けた力が伝達され易く、充填材13が緊張材3の緊張材端部3aに強固に固着されることとなる。これにより、緊張材端部3aを構造物2に安定に定着させることができる。   Moreover, since the pipe part 11 is formed in the taper shape which was diameter-reduced gradually as it goes to the said other side from the said one side, the tension force added to the tension material 3 is applied to the structure 2 and the pipe part 11. When each is received, a force directed radially inward is easily transmitted to the filler 13, and the filler 13 is firmly fixed to the tendon end portion 3 a of the tendon 3. As a result, the tendon end 3a can be stably fixed to the structure 2.

また、管部11の内周面に滑り材層16が設けられているので、緊張材3の緊張力が充填材13に伝達されたときに、充填材13が、緊張材端部3aに強固に固着されつつ、管部11の内周面上を滑りながら前記他方側に移動しようとする。ここで前述のように、管部11が、前記一方側から前記他方側に向かうに従い漸次、縮径したテーパ状に形成されているので、充填材13が、管部11の内周面上を滑りながら前記他方側に移動しようとすることで、充填材13に、管部11の径方向の内側に向けた力がより伝達され易くなり、充填材13が緊張材端部3aに一層強固に固着されることとなる。これにより、緊張材端部3aを構造物2に確実に安定に定着させることができる。   Further, since the sliding material layer 16 is provided on the inner peripheral surface of the tube portion 11, when the tension of the tension material 3 is transmitted to the filler 13, the filler 13 is firmly attached to the tension material end 3a. While trying to move to the other side while sliding on the inner peripheral surface of the tube portion 11, the tube portion 11 is fixed. Here, as described above, since the pipe portion 11 is formed in a tapered shape having a diameter gradually reduced from the one side toward the other side, the filler 13 is formed on the inner peripheral surface of the pipe portion 11. By trying to move to the other side while sliding, the force toward the radially inner side of the tube portion 11 is more easily transmitted to the filler 13, and the filler 13 is more firmly attached to the tendon end 3a. It will be fixed. As a result, the tendon end 3a can be reliably and stably fixed to the structure 2.

そして本実施形態に係る定着構造体1によれば、前記定着構造10により緊張材端部3aが構造物2に定着されているので、低コスト化を図ることができる。   According to the fixing structure 1 according to the present embodiment, since the tendon end portion 3a is fixed to the structure 2 by the fixing structure 10, the cost can be reduced.

なお、本発明の技術的範囲は前記実施形態に限定されるものではなく、本発明の趣旨を逸脱しない範囲において種々の変更を加えることが可能である。
例えば、前記実施形態では、管部11の内周面に滑り材層16が設けられているものとしたが、滑り材層16はなくてもよい。
The technical scope of the present invention is not limited to the above embodiment, and various modifications can be made without departing from the spirit of the present invention.
For example, in the above-described embodiment, the sliding material layer 16 is provided on the inner peripheral surface of the pipe portion 11, but the sliding material layer 16 may not be provided.

また前記実施形態では、固定板14が、管部11に前記一方側から非接触となっているものとしたが、接触していても良い。この場合であっても、固定板14に緊張材端部3aの端縁3bから緊張力が加えられたときに固定板14が前記他方側に変形し、固定板14において管部11との接触部分よりも前記径方向の内側に位置する部分が、充填材13に支圧力を伝達することにより、緊張材3の緊張力のうち、固定板14を介して支圧力として伝達される力を、管部11よりも充填材13に優先的に伝達させることができる。   Moreover, in the said embodiment, although the fixed plate 14 shall be the non-contact from the said one side to the pipe part 11, you may contact. Even in this case, when a tension force is applied to the fixing plate 14 from the edge 3b of the tension material end 3a, the fixing plate 14 is deformed to the other side, and the fixing plate 14 contacts the tube portion 11. The portion located on the inner side in the radial direction than the portion transmits the supporting pressure to the filler 13, so that the force transmitted as the supporting pressure through the fixing plate 14 among the tensioning force of the tension material 3, It can be preferentially transmitted to the filler 13 rather than the tube portion 11.

また、管部11は、前記一方側から前記他方側に向かうに従い漸次、縮径したテーパ状に形成されているものとしたが、これに限られるものではなく、図4に示す定着構造20における管部11のように、縮径せずに軸線O方向の全長にわたって同径であってもよい。   Further, the pipe portion 11 is formed in a tapered shape with a diameter gradually reduced from the one side toward the other side, but is not limited to this, and in the fixing structure 20 shown in FIG. Like the pipe part 11, the diameter may be the same over the entire length in the direction of the axis O without reducing the diameter.

また前記実施形態では、充填材13が無収縮モルタルからなるものとしたが、これに限られるものではなく、充填材13は、モルタル材料、樹脂材料またはモルタル材料と樹脂材料との混合材料により構成されればこれに限られるものではない。なお、充填材13を構成する材料は、無収縮モルタルと同様に硬化時の収縮量が小さいものが好ましく、例えば、膨張剤などを含む添加剤を含有していてもよい。   Moreover, in the said embodiment, although the filler 13 shall consist of non-shrink mortar, it is not restricted to this, The filler 13 is comprised with the mortar material, the resin material, or the mixed material of the mortar material and the resin material. If it is done, it is not limited to this. In addition, the material which comprises the filler 13 has a small shrinkage amount at the time of hardening similarly to a non-shrink mortar, For example, you may contain the additive containing a swelling agent etc.

また前記実施形態では、緊張材3は複数設けられているものとしたが、これに限られず、1つであってもよい。
さらに前記実施形態では、緊張材3は単線であるものとしたが、これに限られず、例えば複数の線材を撚り合わせてなる撚り線などであってもよい。
In the above embodiment, a plurality of tendons 3 are provided. However, the present invention is not limited to this, and there may be one.
Furthermore, in the said embodiment, although the tension | tensile_strength material 3 shall be a single wire, it is not restricted to this, For example, the strand wire etc. which twist together a some wire material may be sufficient.

また前記実施形態では、定着構造10の管部11は円管状に形成されるものとしたが、これに限られず、例えば角管状などであってもよい。また、底板部12および固定板14は円盤状に形成されるものとしたが、これに限られず、例えば矩形板状などであってもよい。
さらに前記実施形態では、構造物2の貫通孔2a、並びに定着構造10の管部11、底板部12および固定板14の各中心軸線は共通軸上に位置しているものとしたが、これに限られない。
Moreover, in the said embodiment, although the pipe part 11 of the fixing structure 10 shall be formed in a circular tube shape, it is not restricted to this, For example, a square tube etc. may be sufficient. In addition, the bottom plate portion 12 and the fixed plate 14 are formed in a disk shape, but are not limited thereto, and may be, for example, a rectangular plate shape.
Furthermore, in the said embodiment, although the through-hole 2a of the structure 2 and each center axis line of the pipe part 11, the baseplate part 12, and the fixing plate 14 of the fixing structure 10 were located on the common axis, Not limited.

また前記実施形態では、前記固定部材15がナットであるものとしたが、これに限られるものではなく、例えば、固定部材15が楔などであってもよい。また、緊張材端部3aの端縁3bが固定板14に固定されていれば、固定部材15はなくてもよく、例えば固定孔14aの内周面に、緊張材端部3aの前記雄ねじ部に螺着する雌ねじ部が形成されていてもよい。   In the embodiment, the fixing member 15 is a nut. However, the fixing member 15 is not limited to this, and the fixing member 15 may be a wedge, for example. Further, as long as the edge 3b of the tendon end 3a is fixed to the fixing plate 14, the fixing member 15 may not be provided. For example, the male thread portion of the tendon end 3a is formed on the inner peripheral surface of the fixing hole 14a. An internal thread portion that is screwed onto the housing may be formed.

また前記実施形態では、管部11および底板部12が溶接により接合されているものとしたが、これに限られるものではなく、例えば管部11および底板部12が鋳造によって一体成形されたものであってもよい。   Moreover, in the said embodiment, although the pipe part 11 and the baseplate part 12 shall be joined by welding, it is not restricted to this, For example, the pipe part 11 and the baseplate part 12 are integrally molded by casting. There may be.

また前記実施形態では、充填材13は、管部11内の全体に広がって隙間無く充填されているものとしたが、底板部12に前記一方側から密接していれば、これに限られるものではなく、例えば、管部11の内部空間のうち、前記他方側に位置する他方側部分にのみ充填されていてもよい。   Moreover, in the said embodiment, although the filler 13 spread | extended in the whole inside of the pipe part 11, and shall be filled without the gap, it will be restricted to this if it is closely contacted from the said one side to the baseplate part 12. Instead, for example, only the other side portion located on the other side of the internal space of the tube portion 11 may be filled.

その他、本発明の趣旨に逸脱しない範囲で、前記実施形態における構成要素を周知の構成要素に置き換えることは適宜可能であり、また、前記した変形例を適宜組み合わせてもよい。   In addition, it is possible to appropriately replace the constituent elements in the embodiment with known constituent elements without departing from the spirit of the present invention, and the above-described modified examples may be appropriately combined.

1 定着構造体
2 構造物
2a 貫通孔
3 緊張材
3a 緊張材端部
3b 端縁
10、20 定着構造
11 管部
12 底板部
12a 挿通孔
13 充填材
14 固定板
16 滑り材層
O 軸線
DESCRIPTION OF SYMBOLS 1 Fixing structure 2 Structure 2a Through-hole 3 Tension material 3a Tension material edge part 3b Edge 10, 20 Fixing structure 11 Pipe part 12 Bottom plate part 12a Insertion hole 13 Filler 14 Fixing board 16 Sliding material layer O Axis line

Claims (4)

構造物に形成された貫通孔に挿通される緊張材において、該貫通孔から軸線方向の一方側に突出する緊張材端部を、該構造物に定着させる定着構造であって、
前記緊張材端部が内挿された管部と、
前記軸線方向に沿って前記管部と前記構造物との間に配置されるとともに前記軸線方向に貫設された挿通孔内に前記緊張材が挿通され、前記管部を前記軸線方向の他方側から閉塞するとともに前記構造物に前記一方側から密接する底板部と、
モルタル材料、樹脂材料またはモルタル材料と樹脂材料との混合材料からなり、前記管部内に充填されて前記底板部に前記一方側から密接するとともに前記緊張材端部に固着された充填材と、
前記充填材に前記一方側から密接するとともに前記管部に前記一方側から非接触であり、前記緊張材端部の端縁が固定された固定板と、を備えていることを特徴とする定着構造。
In the tension member inserted into the through hole formed in the structure, the fixing structure that fixes the end of the tension member protruding to the one side in the axial direction from the through hole to the structure,
A tube part in which the end of the tendon is inserted;
The tension material is inserted into an insertion hole that is disposed between the tube portion and the structure along the axial direction and penetrates in the axial direction, and the tube portion is connected to the other side in the axial direction. A bottom plate portion that is closed from the one side and in close contact with the structure
A mortar material, a resin material or a mixed material of a mortar material and a resin material, a filler filled in the pipe portion and intimately contacted from the one side to the bottom plate portion and fixed to the end of the tendon material,
A fixing plate that is in close contact with the filler from the one side and is not in contact with the pipe portion from the one side and to which an end edge of the tendon end is fixed. Construction.
請求項1記載の定着構造であって、
前記管部は、前記一方側から前記他方側に向かうに従い漸次、縮径したテーパ状に形成されていることを特徴とする定着構造。
The fixing structure according to claim 1,
The fixing structure according to claim 1, wherein the pipe portion is formed in a tapered shape having a diameter gradually reduced from the one side toward the other side.
請求項2記載の定着構造であって、
前記管部の内周面には、滑り材層が設けられていることを特徴とする定着構造。
The fixing structure according to claim 2,
A fixing structure, wherein a slipping material layer is provided on an inner peripheral surface of the pipe portion.
貫通孔が形成された構造物と、
前記貫通孔に挿通された緊張材と、を備え、
前記緊張材において前記貫通孔から軸線方向の一方側に突出した緊張材端部は、請求項1から3のいずれか1項に記載の定着構造によって前記構造物に定着されていることを特徴とする定着構造体。
A structure in which a through hole is formed;
A tension material inserted through the through hole, and
The end of the tendon that protrudes from the through hole to one side in the axial direction in the tendon is fixed to the structure by the fixing structure according to any one of claims 1 to 3. Fixing structure.
JP2011067881A 2011-03-25 2011-03-25 Fixing structure and fixing structure Expired - Fee Related JP5703081B2 (en)

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CN109024271A (en) * 2018-06-20 2018-12-18 广西交通科学研究院有限公司 Limit the construction method of the built-in concrete beam bridge steel reinforced concrete anchoring piece of Local Cracking

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JP6986897B2 (en) * 2017-08-22 2021-12-22 三井住友建設株式会社 Intermediate fixing tool for tension material

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109024271A (en) * 2018-06-20 2018-12-18 广西交通科学研究院有限公司 Limit the construction method of the built-in concrete beam bridge steel reinforced concrete anchoring piece of Local Cracking

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