JP2014206024A - Temporary fixation device for broken tapered hollow columnar body - Google Patents

Temporary fixation device for broken tapered hollow columnar body Download PDF

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JP2014206024A
JP2014206024A JP2013085243A JP2013085243A JP2014206024A JP 2014206024 A JP2014206024 A JP 2014206024A JP 2013085243 A JP2013085243 A JP 2013085243A JP 2013085243 A JP2013085243 A JP 2013085243A JP 2014206024 A JP2014206024 A JP 2014206024A
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broken
tapered
temporary fixing
ground
support
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JP5701926B2 (en
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杉本 浩一
Koichi Sugimoto
浩一 杉本
樹広 妹尾
Tatsuhiro Senoo
樹広 妹尾
弘二 矢谷
Koji Yatani
弘二 矢谷
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Chugoku Electric Power Co Inc
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Chugoku Electric Power Co Inc
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Abstract

PROBLEM TO BE SOLVED: To easily and stably support a reinforcement pipe, inserted into an underground remaining part of a broken tapered hollow column body, in the underground remaining part.SOLUTION: A temporary fixation device for broken tapered hollow columnar body including a reinforcement pipe which is inserted into a cavity part of an underground remaining part of a broken tapered hollow column body so that an upper part is exposed on the ground, and temporary fixing means of holding and temporarily fixing an overground remaining part of the broken tapered hollow column body to an upper part of the reinforcement pipe exposed on the ground includes: reinforcement pipe support means comprising: a plurality of support parts which are arranged at predetermined intervals in a peripheral direction and an axial direction of the reinforcement pipe so as to support the reinforcement pipe in the cavity part, and provided to contact and leave a tapered inner surface of the cavity part; a drive part which moves the support parts toward and away from the tapered inner surface of the cavity part; and a position restriction part which presses the individual support parts against the tapered inner surface of the cavity part at predetermined positions.

Description

本発明は、折損した先細り中空柱状物、例えば、電柱が車輌などに追突され、根元付近である地際で折損し、折損した電柱の地上残存部が地中残存部から位置ずれした場合に、折損した電柱の地上残存部を地中残存部内に支持された補強管に応急措置として仮固定するための折損した先細り中空柱状物の仮固定装置に関する。   The present invention is a broken tapered hollow columnar object, for example, when a power pole collides with a vehicle or the like, breaks at the ground near the root, and when the ground remaining part of the broken power pole is displaced from the ground remaining part, The present invention relates to a temporary fixing device for a broken tapered hollow pillar-shaped object for temporarily fixing a ground remaining portion of a broken electric pole as an emergency measure to a reinforcing pipe supported in the underground remaining portion.

先細りした中空柱状物、例えば、配電線などを架設している電柱は、鉄筋コンクリート製であると、中空孔が成形された筒状体であり、下側の6分の1ほどが地中に埋められている。このような電柱の地際に車輌Aなどが衝突すると、図8(a)に示すように、地際のコンクリートが損壊し、鉄筋5が曲がり、折損した電柱Pの地上残存部P2が損壊することなく配電線に掛止した状態で、折損した電柱Pの地中残存部P1から位置ずれすることがある。   Tapered hollow pillars, for example, utility poles with distribution lines, etc., are made of reinforced concrete, are cylindrical bodies with hollow holes formed, and about one-sixth of the bottom is buried in the ground It has been. When the vehicle A or the like collides with the ground of such a power pole, as shown in FIG. 8A, the concrete on the ground is damaged, the rebar 5 is bent, and the ground remaining portion P2 of the broken power pole P is damaged. Without being hooked on the distribution line, the position may be displaced from the underground remaining portion P1 of the broken pole P.

このような場合、図9に示すように、仮固定手段3によって、折損した電柱Pの地中残存部P1と地上残存部P2とが仮固定されることにより、仮復旧されることがある。具体的に説明すると、補強管60の上側部が地上に臨出するように、折損した電柱Pの地中残存部P1内に、該地中残存部P1よりも小径の補強管60が挿入される。そして、地上に臨出した補強管60の上側部と、折損した電柱Pの地上残存部P2とがチェーン31などで連結される。すなわち、地上に臨出した補強管60の上側部に、折損した電柱Pの地上残存部P2が抱持されて仮固定される。   In such a case, as shown in FIG. 9, the temporary fixing means 3 may be temporarily restored by temporarily fixing the underground remaining portion P1 and the ground residual portion P2 of the broken utility pole P. More specifically, the reinforcing tube 60 having a smaller diameter than the underground remaining portion P1 is inserted into the underground remaining portion P1 of the broken utility pole P so that the upper portion of the reinforcing tube 60 is exposed to the ground. The And the upper part of the reinforcement pipe | tube 60 which protruded on the ground and the ground residual part P2 of the broken utility pole P are connected by the chain 31 etc. FIG. That is, the ground remaining portion P2 of the broken utility pole P is held and temporarily fixed to the upper portion of the reinforcing pipe 60 that has come out on the ground.

そして、折損した電柱Pの地中残存部P1内に挿入した補強管2を支持する手段としては、例えば、図8(b)に示すように、折損した電柱Pの地中残存部P1の開口端部と補強管60との間に楔状のスペーサSを差し込んで、前記地中残存部P1内において補強管60を支持するものが知られている(特許文献1)。   And as a means to support the reinforcement pipe | tube 2 inserted in the underground remaining part P1 of the broken electric pole P, as shown in FIG.8 (b), opening of underground remaining part P1 of the broken electric pole P is shown, for example It is known that a wedge-shaped spacer S is inserted between the end portion and the reinforcing tube 60 to support the reinforcing tube 60 in the underground remaining portion P1 (Patent Document 1).

また、例えば、図10および図11に示すように、一対の屈伸アーム7と、該一対の屈伸アーム7の端部のそれぞれに取り付けられた当接板8,8とで構成されるアウトリガー10が、補強管60の内部に軸方向に沿って複数配置されているものが知られている(特許文献2)。   Further, for example, as shown in FIGS. 10 and 11, an outrigger 10 including a pair of bending arms 7 and contact plates 8 and 8 attached to the ends of the pair of bending arms 7 is provided. A plurality of reinforcing pipes 60 arranged in the axial direction are known (Patent Document 2).

特許文献2に示す装置の場合、上側部が地上に臨出するように、折損した電柱Pの地中残存部P1に、該地中残存部P1よりも小径の補強管60が挿入される。つぎに、補強管60に配置されたアウトリガー10の屈伸アーム7,7が伸長されて、前記地中残存部P1の内面に、アウトリガー10の当接板8,8が圧接する。そうすることで、前記地中残存部P1内において、補強管60が支持される。そして、支持された補強管60の上側部に、前記地上残存部P2が仮固定手段3によって所定期間仮固定されている。   In the case of the device shown in Patent Document 2, the reinforcing pipe 60 having a smaller diameter than the underground remaining portion P1 is inserted into the underground remaining portion P1 of the broken utility pole P so that the upper side portion appears on the ground. Next, the bending arms 7 and 7 of the outrigger 10 disposed in the reinforcing pipe 60 are extended, and the contact plates 8 and 8 of the outrigger 10 are in pressure contact with the inner surface of the underground remaining portion P1. By doing so, the reinforcing pipe 60 is supported in the underground remaining portion P1. The ground remaining portion P2 is temporarily fixed to the upper portion of the supported reinforcing pipe 60 by the temporary fixing means 3 for a predetermined period.

特開2009−293274号公報JP 2009-293274 A 特開平6−323040号公報JP-A-6-323040

しかしながら、特許文献1に示す装置の場合、折損した電柱Pの地中残存部P1の開口端部と補強管60との間にスペーサSを差し込んでいるため、車輌Aの衝突によってもろくなっている前記地中残存部P1の開口端部の強度をより低下させてしまうことが考えられる。この場合、折損した電柱Pの地上残存部P2は、補強管60に所定期間仮固定されることになるが、仮固定期間中に前記地中残存部P1の開口端部が崩れて、前記地上残存部P2が傾斜する可能性もある。また、スペーサSに対する作業工程が増えるため、作業性もよくない。また、復旧後に、前記地中残存部P1の開口端部から差し込んだスペーサSを引き抜く作業も容易ではなく、多大の時間と労力を要する。   However, in the case of the apparatus shown in Patent Document 1, since the spacer S is inserted between the open end of the underground remaining portion P1 of the broken utility pole P and the reinforcing pipe 60, it is fragile by the collision of the vehicle A. It is conceivable that the strength of the open end of the underground remaining portion P1 is further reduced. In this case, the ground remaining portion P2 of the broken utility pole P is temporarily fixed to the reinforcing pipe 60 for a predetermined period, but the open end of the underground remaining portion P1 collapses during the temporary fixing period, and the ground There is also a possibility that the remaining portion P2 is inclined. Moreover, since the work process with respect to the spacer S increases, workability | operativity is not good. Further, after the restoration, the work of pulling out the spacer S inserted from the open end of the underground remaining portion P1 is not easy and requires a lot of time and labor.

特許文献2に示す装置の場合、折損した電柱Pの地中残存部P1の内面がテーパ内面であるにも拘わらず、アウトリガー10の屈伸アーム7,7の伸長長さはどの位置にあっても一定になっている。このため、実際には、前記地中残存部P1内に安定した状態で、補強管60を支持できるような構成にはなっていない。   In the case of the device shown in Patent Document 2, the extension length of the bending arms 7 and 7 of the outrigger 10 is at any position even though the inner surface of the underground remaining portion P1 of the broken utility pole P is a tapered inner surface. It is constant. For this reason, actually, it is not configured to support the reinforcing pipe 60 in a stable state in the underground remaining portion P1.

そこで、本発明は、上記課題に鑑み、折損した先細り中空柱状物の地中残存部内に挿入した補強管を、前記地中残存部内で容易にかつ安定して支持できるようにした、折損した先細り中空柱状物の仮固定装置を提供することを目的とする。   Therefore, in view of the above problems, the present invention provides a broken taper that can easily and stably support the reinforcing tube inserted into the underground remaining portion of the tapered hollow columnar object that has been broken. It aims at providing the temporary fixing apparatus of a hollow columnar thing.

本発明に係る、折損した先細り中空柱状物の仮固定装置は、折損した先細り中空柱状物の地中残存部の空洞部に、上側部が地上に臨出するように挿入される補強管と、地上に臨出する補強管の上側部に、折損した先細り中空柱状物の地上残存部を抱持させて仮固定する仮固定手段とを備えた、折損した先細り中空柱状物の仮固定装置において、前記空洞部内で前記補強管を支持できるように、前記補強管の周方向および軸方向に所定の間隔をおいて配置され、前記空洞部のテーパ内面に接離可能に設けられる複数の支持部と、該複数の支持部を前記空洞部のテーパ内面に対して進退させる駆動部と、個々の支持部を前記空洞部のテーパ内面に所定の位置で圧接させる位置規制部とで構成される補強管支持手段を備えたことを特徴とする。   A temporary fixing device for a broken tapered hollow columnar object according to the present invention is a reinforcing tube inserted so that the upper part protrudes to the ground in the hollow portion of the underground part of the broken tapered hollow columnar object, In a temporary fixing device for a broken tapered hollow columnar article, comprising a temporary fixing means for temporarily holding and fixing the ground remaining part of a broken tapered hollow columnar object to the upper part of the reinforcing tube that protrudes to the ground, A plurality of support portions disposed at predetermined intervals in the circumferential direction and the axial direction of the reinforcement tube so as to be able to support the reinforcement tube in the cavity portion, and provided so as to be able to contact and separate from the tapered inner surface of the cavity portion; A reinforcing pipe comprising: a drive unit that advances and retracts the plurality of support parts with respect to the taper inner surface of the cavity part; and a position regulation part that presses each support part against the taper inner surface of the cavity part at a predetermined position. Supporting means is provided.

かかる構成によれば、駆動部によって、前記空洞部のテーパ内面に向かって複数の支持部が進出し、位置規制部によって、進出した個々の支持部が前記空洞部のテーパ内面に所定の位置で圧接するので、前記空洞部内に補強管を安定した状態で支持することができる。したがって、補強管に、折損した先細り中空柱状物の地上残存部を所定期間仮固定できるようになる。   According to such a configuration, the plurality of support portions advance toward the tapered inner surface of the hollow portion by the driving portion, and the individual support portions advanced by the position restricting portion at a predetermined position on the tapered inner surface of the hollow portion. Since it press-contacts, a reinforcement pipe | tube can be supported in the said hollow part in the stable state. Therefore, it becomes possible to temporarily fix the ground remaining portion of the broken hollow columnar object to the reinforcing pipe for a predetermined period.

また、本発明の一態様として、前記支持部は、ロッドの先端部に着脱可能に取り付けられ、前記空洞部のテーパ内面に当接する当接板を備えるような構成を採用することもできる。   Moreover, as an aspect of the present invention, the support portion may be configured to include a contact plate that is detachably attached to the tip portion of the rod and contacts the tapered inner surface of the cavity portion.

この場合、操作軸を正方向に回転操作すると、前記空洞部のテーパ内面に当接板が当接することになる。一方、操作軸を逆方向に回転操作すると、前記空洞部のテーパ内面から当接板が離間することになる。   In this case, when the operation shaft is rotated in the positive direction, the contact plate comes into contact with the tapered inner surface of the cavity. On the other hand, when the operation shaft is rotated in the opposite direction, the contact plate is separated from the tapered inner surface of the cavity.

また、本発明の他態様として、前記駆動部は、前記補強管に、該補強管の軸線に沿って挿入される操作軸と、該操作軸を正方向に回転操作することによって近接するとともに、前記操作軸を逆方向に回転操作することによって離間する一対の可動子と、互いの対向する一端部が回動自在に連結され、互いの他端部が前記一対の可動子に連結される屈伸アームと、前記操作軸を中心にして前記空洞部のテーパ内面に向かって延出するように、前記屈伸アームの両一端部の連結部に配置されるロッドとで構成されることが好ましい。   Further, as another aspect of the present invention, the drive unit is close to the reinforcing tube by rotating the operating shaft in the positive direction by operating the operating shaft inserted along the axis of the reinforcing tube, A pair of movers that are separated by rotating the operation shaft in the reverse direction and one end portions facing each other are rotatably connected, and the other end portions are connected to the pair of movers. It is preferable that the arm and a rod disposed at a connecting portion of both end portions of the bending / extending arm so as to extend toward the tapered inner surface of the hollow portion with the operation shaft as a center.

この場合、操作軸を正方向に回転操作すると、一対の可動子が近接する方向に移動するとともに、屈伸アームが屈曲して、前記空洞部のテーパ内面に向かってロッドが進出することになる。一方、操作軸を逆方向に回転操作すると、一対の可動子が離間する方向に移動するとともに、屈伸アームが伸長して前記空洞部のテーパ内面からロッドが後退することになる。   In this case, when the operation shaft is rotated in the forward direction, the pair of movers move in the approaching direction, the bending / extension arm bends, and the rod advances toward the tapered inner surface of the hollow portion. On the other hand, when the operation shaft is rotated in the opposite direction, the pair of movers move away from each other, and the bending / extension arm extends to retract the rod from the tapered inner surface of the cavity.

また、本発明の他態様として、前記位置規制部は、前記ロッドに対して、前記空洞部のテーパ内面に応じて、前記ロッドの延出長さが設定されるように構成されることが好ましい。   As another aspect of the present invention, it is preferable that the position restricting portion is configured such that an extension length of the rod is set according to a tapered inner surface of the hollow portion with respect to the rod. .

この場合、前記空洞部のテーパ内面に応じて、ロッドの延出長さが設定されるので、前記空洞部の軸方向のテーパ内面の内径に合わせて当接板を圧接することができ、前記空洞部に対して、補強管を略直立した状態に支持することができる。   In this case, since the extension length of the rod is set according to the taper inner surface of the cavity portion, the contact plate can be pressed in accordance with the inner diameter of the taper inner surface of the cavity portion in the axial direction, It is possible to support the reinforcing pipe in a substantially upright state with respect to the hollow portion.

また、本発明の他態様として、前記位置規制部は、前記一対の可動子に対して、操作軸に所定のトルク値を越えるトルクが加わると空回りするように構成されてもよい。   As another aspect of the present invention, the position restricting portion may be configured to rotate idly when a torque exceeding a predetermined torque value is applied to the operation shaft with respect to the pair of movers.

この場合、当接板が前記空洞部のテーパ内面に圧接した際に、操作軸に所定のトルク値を越えたトルクが加わると、一対の可動子の近接方向の移動が空回りする、すなわち、一対の可動子が停止するので、前記空洞部のテーパ内面に当接板が圧接した位置で、当接板の進出位置が規制されるようになり、前記空洞部のテーパ内面に圧接した当接板によって、補強管が支持されることになる。   In this case, when a torque exceeding a predetermined torque value is applied to the operating shaft when the contact plate is in pressure contact with the tapered inner surface of the cavity, the pair of movers move in the proximity direction, that is, Therefore, the advancing position of the contact plate is regulated at the position where the contact plate is pressed against the tapered inner surface of the cavity, and the contact plate is pressed against the tapered inner surface of the cavity. Thus, the reinforcing pipe is supported.

本発明によれば、折損した先細り中空柱状物の地中残存部内に挿入した補強管を、前記地中残存部内で容易にかつ安定して支持することができる。   According to the present invention, it is possible to easily and stably support the reinforcing tube inserted into the underground remaining portion of the broken tapered hollow columnar object in the underground remaining portion.

本発明の一実施形態に係る、折損した先細り中空柱状物(電柱)の仮固定装置を示す正面図、および、該仮固定装置の支持部を示す拡大図。The front view which shows the temporary fixing apparatus of the tapered hollow columnar thing (electric pole) based on one Embodiment of this invention, and the enlarged view which shows the support part of this temporary fixing apparatus. 駆動部の屈伸アームが伸長して、支持部が、折損した電柱の地中残存部の内面から離間している状態を示す拡大斜視図。The expansion perspective view which shows the state which the bending arm of the drive part extended | stretched and the support part is spaced apart from the inner surface of the underground remaining part of the broken electric pole. 前記仮固定装置の使用態様を示す図であり、前記地中残存部内に補強管を挿入する状態を示す断面図。It is a figure which shows the usage condition of the said temporary fixing apparatus, and is sectional drawing which shows the state which inserts a reinforcement pipe | tube in the said underground remaining part. 前記地中残存部内に補強管を挿入した状態を示す断面図。Sectional drawing which shows the state which inserted the reinforcement pipe | tube in the said underground remaining part. 前記地中残存部内に挿入した補強管を支持した状態を示す断面図。Sectional drawing which shows the state which supported the reinforcement pipe | tube inserted in the said underground remaining part. 駆動部の屈伸アームが屈曲して、支持部が、折損した中空柱状物の地中残存部の内面に圧接する状態を示す拡大斜視図。The expansion perspective view which shows the state which the bending arm of a drive part bends, and a support part press-contacts to the inner surface of the underground remaining part of the broken hollow columnar thing. 地上に臨出した、前記地中残存部内に支持された補強管の上側部に、折損した電柱の地上残存部を仮固定手段によって仮固定する状態を示す断面図。Sectional drawing which shows the state which temporarily fixes the ground residual part of the broken utility pole to the upper part of the reinforcement pipe | tube supported in the said underground residual part which protruded on the ground by temporary fixing means. (a)は、電柱に車輌が衝突して、電柱が折損した状態を示す図、(b)は、従来の折損した電柱の仮固定装置を示す図であり、折損した電柱の地中残存部の開口端部と補強管との間に、楔状のスペーサを差し込んだ状態を示す斜視図。(A) is a figure which shows the state which the vehicle collided with the utility pole and the utility pole was broken, (b) is a figure which shows the temporary fixing apparatus of the conventional broken utility pole, and the underground remaining part of the broken utility pole The perspective view which shows the state which inserted the wedge-shaped spacer between the opening edge part of this, and the reinforcement pipe | tube. 図8(b)に示す従来の折損した電柱の仮固定装置において、地上に臨出した、前記地中残存部内に支持された補強管の上側部に、前記地上残存部を仮固定手段によって仮固定する状態を示す断面図。In the conventional temporarily fixing device for a broken utility pole shown in FIG. 8 (b), the ground remaining portion is temporarily mounted by temporary fixing means on the upper portion of the reinforcing pipe that is exposed to the ground and supported in the underground remaining portion. Sectional drawing which shows the state to fix. 他の従来の折損した電柱の仮固定装置を示す断面図。Sectional drawing which shows the other conventional temporary fixing apparatus of the broken utility pole. 図10に示す折損した電柱の仮固定装置の要部を示す拡大図。The enlarged view which shows the principal part of the temporary fixing apparatus of the broken utility pole shown in FIG.

本発明の一実施形態に係る、折損した先細り中空柱状物の仮固定装置について図1〜図7を参照しながら説明する。なお、本実施形態においては、折損した先細り中空柱状物として、電線が架設された電柱Pに車輌が衝突して、電柱が折損した場合を例にとって説明する。また、図2および図6においては、折損した電柱の地中残存部、補強管、緩衝部材は省略して、補強管支持手段のみを図示している。また、図1,図3,図4,図5においては、正確に図示していないが、ロッドの長さは、地中残存部のテーパ内面に応じて調整されているものとする。   A broken-down tapered hollow columnar temporary fixing device according to an embodiment of the present invention will be described with reference to FIGS. In the present embodiment, an example in which the electric pole is broken as a result of a vehicle colliding with the electric pole P on which an electric wire is installed as a broken hollow columnar object will be described. 2 and 6, only the reinforcing pipe support means is shown, omitting the underground remaining portion of the broken utility pole, the reinforcing pipe, and the buffer member. Although not shown in FIGS. 1, 3, 4, and 5, the length of the rod is adjusted according to the tapered inner surface of the remaining underground portion.

本実施形態に係る、折損した先細り中空柱状物の仮固定装置1は、図1に示すように、補強管2と、仮固定手段3と、補強管支持手段4とを備えている。   As shown in FIG. 1, a temporary fixing device 1 for a tapered tapered hollow columnar object according to the present embodiment includes a reinforcing pipe 2, a temporary fixing means 3, and a reinforcing pipe support means 4.

補強管2は、金属製または硬質合成樹脂製の長尺の管体で構成されている。そして、補強管2は、折損した電柱Pの地中残存部P1の内径よりも小径になっている。また、補強管2は、折損した電柱Pの地中残存部P1の空洞部Hに挿入した状態において、補強管2の上側部が地上に臨出する長さに設定されている。地上に臨出した補強管2の臨出部に、折損した電柱Pの地上残存部P2が仮固定手段3によって仮固定される(図7参照)。   The reinforcing tube 2 is composed of a long tube made of metal or hard synthetic resin. The reinforcing tube 2 has a smaller diameter than the inner diameter of the underground remaining portion P1 of the broken utility pole P. Further, the reinforcing pipe 2 is set to a length such that the upper part of the reinforcing pipe 2 protrudes to the ground in a state where the reinforcing pipe 2 is inserted into the hollow portion H of the underground portion P1 of the broken utility pole P. The ground remaining portion P2 of the broken pole P is temporarily fixed by the temporary fixing means 3 to the protruding portion of the reinforcing pipe 2 protruding to the ground (see FIG. 7).

仮固定手段3は、一対の介挿部材30,30と、チェーン31,31と、締め付け具とで構成され、地上に臨出する補強管2の上側部に、折損した電柱Pの地上残存部P2を抱持させて仮固定する。そして、仮固定手段3の一対の介挿部材30,30と、チェーン31,31とは、予め補強管2に取り付けられている。   The temporary fixing means 3 is composed of a pair of insertion members 30 and 30, chains 31, 31 and a fastening tool, and the ground remaining portion of the broken utility pole P is formed on the upper portion of the reinforcing pipe 2 that projects to the ground. Hold P2 and temporarily fix it. The pair of insertion members 30 and 30 and the chains 31 and 31 of the temporary fixing means 3 are attached to the reinforcing pipe 2 in advance.

一対の介挿部材30,30は、地上に臨出する補強管2の上側部と前記地上残存部P2との間に介挿されるもので、地上に臨出する補強管2の上側部表面、および、前記地上残存部P2の表面に密着するように、円弧状の当接面が形成されている(図示せず)。   The pair of insertion members 30 and 30 are interposed between the upper part of the reinforcing pipe 2 that protrudes to the ground and the remaining ground part P2, and the upper surface of the reinforcing pipe 2 that protrudes to the ground. In addition, an arcuate contact surface is formed (not shown) so as to be in close contact with the surface of the remaining ground portion P2.

チェーン31,31は、図示しない締め付け具によって、地上に臨出する補強管2の上側部と、介挿部材30,30と、前記地上残存部P2とを締め付けて一体化するために使用される。   The chains 31 and 31 are used to tighten and integrate the upper portion of the reinforcing tube 2 that protrudes to the ground, the insertion members 30 and 30 and the ground remaining portion P2 with a fastening tool (not shown). .

補強管支持手段4は、図2に示すように、支持部40と、駆動部41と、位置規制部とを備えている。   As shown in FIG. 2, the reinforcing tube support means 4 includes a support portion 40, a drive portion 41, and a position restricting portion.

支持部40は、図2に示すように、ロッド400と、当接板401と、緩衝部材(図示せず)とを備えている。   As shown in FIG. 2, the support unit 40 includes a rod 400, a contact plate 401, and a buffer member (not shown).

ロッド400は、図2に示すように、前記空洞部H内で補強管2を支持できるように、補強管2の周方向および軸方向に所定の間隔をおいて配置されるとともに、前記空洞部Hのテーパ内面に対して近接・離間するように設けられる。そして、ロッド400は、短尺の金属製のねじ棒で構成されている。そして、ロッド400は、後述する駆動部41の操作軸410を中心にして前記空洞部Hのテーパ内面に向かって延出するように、後述する駆動部41の屈伸アーム412の両一端部の連結部、すなわち、支持板4120の略中央部のねじ孔(図示せず)に螺合して、支持板4120に取り付けられている。   As shown in FIG. 2, the rod 400 is disposed at predetermined intervals in the circumferential direction and the axial direction of the reinforcing tube 2 so that the reinforcing tube 2 can be supported in the hollow portion H, and the hollow portion It is provided so as to be close to and away from the inner surface of the taper of H. The rod 400 is composed of a short metal screw rod. The rod 400 is connected to both ends of the bending arm 412 of the drive unit 41 described later so as to extend toward the tapered inner surface of the hollow portion H around the operation shaft 410 of the drive unit 41 described later. And is attached to the support plate 4120 by screwing into a screw hole (not shown) at a substantially central portion of the support plate 4120.

当接板401は、金属製または合成樹脂製の矩形状の板部材で構成されている。そして、図2に示すように、当接板401の背面中央部が、ロッド400の先端部に着脱可能に取り付けられ、当接板401の表面が前記空洞部Hのテーパ内面に対して接離する。   The contact plate 401 is formed of a rectangular plate member made of metal or synthetic resin. As shown in FIG. 2, the center of the back surface of the contact plate 401 is detachably attached to the tip of the rod 400, and the surface of the contact plate 401 is in contact with and separated from the tapered inner surface of the cavity H. To do.

緩衝部材402は、当接板401の表面に固着されたゴム製の板材で構成されている。そして、緩衝部材402は、図1に示すように、前記空洞部Hのテーパ内面に密着するように、表面に凹凸が形成されている。なお、緩衝部材402としては、ゴム製のものに限らず、柔軟性を有する合成樹脂製のシートであってもよい。   The buffer member 402 is made of a rubber plate fixed to the surface of the contact plate 401. As shown in FIG. 1, the buffer member 402 has irregularities formed on the surface so as to be in close contact with the tapered inner surface of the cavity H. The buffer member 402 is not limited to a rubber member, and may be a flexible synthetic resin sheet.

駆動部41は、図2に示すように、操作軸410と、一対の可動子411a,411bと、屈伸アーム412とで構成されている。そして、駆動部41は、支持部40の複数のロッド400,…を前記空洞部Hのテーパ内面に対して進退するように構成されている。   As shown in FIG. 2, the drive unit 41 includes an operation shaft 410, a pair of movers 411 a and 411 b, and a bending / extending arm 412. And the drive part 41 is comprised so that the some rod 400, ... of the support part 40 may be advanced or retracted with respect to the taper inner surface of the said cavity part H. As shown in FIG.

操作軸410は、長尺の金属製のねじ棒で構成されている。そして、操作軸410は、図2に示すように、補強管2に、該補強管2の軸線に沿って挿入されるとともに、回転自在に軸支されている。また、操作軸410は、図1に示すように、その上端部が補強管2の開口端部から臨出するとともに、略90度に折り曲げられている。なお、操作軸410の上端部をラチェット等の操作工具が嵌合するように六角形に形成してもよい。   The operation shaft 410 is composed of a long metal screw rod. As shown in FIG. 2, the operation shaft 410 is inserted into the reinforcing tube 2 along the axis of the reinforcing tube 2 and is rotatably supported. Further, as shown in FIG. 1, the upper end portion of the operation shaft 410 protrudes from the opening end portion of the reinforcing tube 2 and is bent at approximately 90 degrees. Note that the upper end portion of the operation shaft 410 may be formed in a hexagonal shape so that an operation tool such as a ratchet can be fitted therein.

一対の可動子411a,411bは、正方向にねじ孔が形成された雌ねじ411aと、逆方向にねじ孔が形成された雌ねじ411bとで構成されている。そして、一対の可動子411a,411bは、図6に示すように、操作軸410を正方向に回転操作することによって近接するとともに、図2に示すように、前記操作軸410を逆方向に回転操作することによって離間する。   The pair of movers 411a and 411b includes a female screw 411a having a screw hole formed in the forward direction and a female screw 411b having a screw hole formed in the reverse direction. Then, as shown in FIG. 6, the pair of movers 411a and 411b approach each other by rotating the operation shaft 410 in the forward direction, and rotate the operation shaft 410 in the opposite direction as shown in FIG. Separate by operating.

屈伸アーム412,412は、図2に示すように、互いの対向する一端部が、後述する支持板4120の両端部に回動自在に連結され、互いの他端部が前記一対の可動子411a,411bに連結される。そして、一対の屈伸アーム412,412の連結部は、一対の可動子411a,411bの中間位置にある。   As shown in FIG. 2, the bending arms 412 and 412 have one end portions opposed to each other rotatably connected to both end portions of a support plate 4120 described later, and the other end portions of the pair of movers 411a. , 411b. And the connection part of a pair of bending-extension arms 412 and 412 exists in the intermediate position of a pair of needle | mover 411a, 411b.

支持板4120は、図2に示すように、矩形状の板部材で構成され、その中央部に、ロッド400が螺着するねじ孔(図示せず)を有している。そして、支持板4120は、上述したように、屈伸アーム412,412の互いの対向する一端部に回転自在に連結されており、ロッド400に対して直交した状態で、前記空洞部Hのテーパ内面に対して進退するように構成されている。   As shown in FIG. 2, the support plate 4120 is formed of a rectangular plate member, and has a screw hole (not shown) into which the rod 400 is screwed at the center thereof. As described above, the support plate 4120 is rotatably connected to the opposite ends of the bending arms 412, 412, and in a state orthogonal to the rod 400, the taper inner surface of the cavity H It is configured to move forward and backward.

位置規制部は、個々のロッド400,…を前記空洞部Hのテーパ内面に所定の位置で圧接させるべく、個々のロッド400,…に対して、前記空洞部Hのテーパ内面に応じて、個々のロッド400,…の支持板4120(屈伸アーム412,412の連結部)から当接板401までの長さ(延出長さL1〜L3)が設定されている(図1の拡大図参照)。   The position restricting portion individually contacts the individual rods 400,... According to the tapered inner surface of the cavity H in order to press the individual rods 400,. Lengths (extending lengths L1 to L3) from the support plate 4120 of the rods 400,. .

つぎに使用態様について図1〜図7を参照して説明する。電柱Pが折損した場合、まず、図3に示すように、折損した電柱Pの地中残存部P1の空洞部Hに、補強管2を挿入する。この際、図2および図4に示すように、仮固定手段3の一対の介挿部材30,30と、チェーン31,31とは、予め補強管2に取り付けられている。また、補強管2における補強管支持手段4の駆動部41の屈伸アーム412,412が伸長して、前記地中残存部P1内に周方向および軸方向に配置された複数のロッド400,…が前記地中残存部P1のテーパ内面から後退した状態になっている。また、複数のロッド400,…を、地上から見た場合は、操作軸410を中心にして放射状(直交する中心線上)に配置されている。   Next, a usage mode will be described with reference to FIGS. When the utility pole P is broken, first, as shown in FIG. 3, the reinforcing pipe 2 is inserted into the hollow portion H of the underground remaining portion P1 of the broken utility pole P. At this time, as shown in FIGS. 2 and 4, the pair of insertion members 30, 30 of the temporary fixing means 3 and the chains 31, 31 are attached to the reinforcing pipe 2 in advance. In addition, the bending / extending arms 412 and 412 of the drive part 41 of the reinforcing pipe support means 4 in the reinforcing pipe 2 extend, and a plurality of rods 400 arranged in the circumferential direction and the axial direction in the underground remaining part P1. It is in a state of retreating from the tapered inner surface of the underground remaining portion P1. Further, when viewed from the ground, the plurality of rods 400 are arranged radially (on the orthogonal center line) with the operation shaft 410 as the center.

また、上述したように、個々のロッド400,…は、図1の拡大図に示すように、前記地中残存部P1のテーパ内面に応じて個々のロッド400,…の支持板4120(屈伸アーム412,412の連結部)から当接板401までの長さ(延出長さL1〜L3)が設定されている。すなわち、前記地中残存部P1の基端部側に配置された個々のロッド400,…の支持板4120から当接板401までの延出長さ(L1)が最も長く設定され、前記地中残存部P1の先端部に向かうにしたがって、個々のロッド400,…の支持板4120から当接板401までの延出長さ(L1<L<L3)が短くなるように設定され、前記地中残存部P1の先端部側に配置された個々のロッド400,…の支持板4120から当接板401までの延出長さ(L3)が最も短くなるように設定されている。   Further, as described above, as shown in the enlarged view of FIG. 1, the individual rods 400,... Are supported by the support plates 4120 of the individual rods 400,. The length from the connecting portion 412 and 412) to the contact plate 401 (extension lengths L1 to L3) is set. That is, the extension length (L1) from the support plate 4120 to the contact plate 401 of each rod 400,... Arranged on the base end side of the underground remaining portion P1 is set to be the longest, and the underground The extension length (L1 <L <L3) from the support plate 4120 to the contact plate 401 of each rod 400,... Is shortened toward the tip of the remaining portion P1, and the ground The extension length (L3) from the support plate 4120 to the contact plate 401 of each rod 400,... Arranged on the distal end side of the remaining portion P1 is set to be the shortest.

つぎに、図5および図6に示すように、駆動部41の操作軸410を正方向に回転操作すると、一対の可動子411a,411bが近接する方向に移動するとともに、屈伸アーム412,412が屈曲して、前記地中残存部P1の空洞部Hのテーパ内面に向かって複数のロッド400,…が進出し、前記空洞部Hのテーパ内面に当接板401が密接することになる。   Next, as shown in FIGS. 5 and 6, when the operation shaft 410 of the drive unit 41 is rotated in the forward direction, the pair of movers 411 a and 411 b move in the approaching direction, and the bending arms 412 and 412 are moved. The plurality of rods 400,... Are bent toward the taper inner surface of the cavity H of the remaining underground portion P1, and the contact plate 401 comes into close contact with the taper inner surface of the cavity H.

これによって、前記地中残存部P1内において、複数のロッド400,…が前記地中残存部P1の内面に向かって放射状に進出して、補強管2が略直立した状態で、かつ、安定した状態で支持されるようになる。   Accordingly, in the underground remaining portion P1, the plurality of rods 400,... Radiate toward the inner surface of the underground remaining portion P1, and the reinforcing pipe 2 is substantially upright and stable. It will be supported in the state.

つぎに、図7に示すように、折損した電柱Pの地上残存部P2がクレーン等の移動手段で近付けられる(図示せず)。そして、地上に臨出した補強管2の上側部と前記地上残存部P2とにチェーン31,31が巻付けられて、図示しない締付け具で締付け固定されて、前記地上残存部P2が補強管2を介して前記地中残存部P1に仮固定されるようになる。その後、送電が開始される。   Next, as shown in FIG. 7, the ground remaining portion P2 of the broken utility pole P is brought close by a moving means such as a crane (not shown). Then, the chains 31, 31 are wound around the upper portion of the reinforcing pipe 2 that has come out on the ground and the residual ground portion P2, and are fastened and fixed by a fastening tool (not shown), so that the residual ground portion P2 becomes the reinforcing pipe 2 Is temporarily fixed to the underground remaining portion P1. Thereafter, power transmission is started.

仮復旧後、仮固定装置1を取り外す場合は、図示しない締め付け具を緩めて、チェーン31,31を取り外し、補強管2の上側部と前記地上残存部P2との間に介挿された介挿部材30,30を取り出す。そして、補強管支持手段4の駆動部41の操作軸410を逆方向に回転させて、屈伸アーム412,412を伸張させて、支持部40の複数のロッド400,…を前記地中残存部P1のテーパ内面から後退させて、支持部40の当接板(緩衝部材402)401,…を前記地中残存部P1のテーパ内面から離脱させる。その後、前記地中残存部P1の空洞部Hから補強管2を引き抜く。   When the temporary fixing device 1 is removed after the temporary restoration, the fastening tool (not shown) is loosened, the chains 31 and 31 are removed, and the insertion inserted between the upper portion of the reinforcing pipe 2 and the ground remaining portion P2. The members 30 and 30 are taken out. Then, the operation shaft 410 of the drive unit 41 of the reinforcing tube support means 4 is rotated in the reverse direction to extend the bending / extending arms 412 and 412 so that the plurality of rods 400,. The contact plates (buffer members 402) 401,... Of the support portion 40 are separated from the taper inner surface of the underground remaining portion P1. Thereafter, the reinforcing pipe 2 is pulled out from the hollow portion H of the underground remaining portion P1.

以上、本実施形態に係る、折損した先細り中空柱状物の仮固定装置1によれば、補強管支持手段4の駆動部41によって、前記空洞部Hのテーパ内面に向かって、支持部40の複数のロッド400,…が進出し、位置規制部によって、進出した個々のロッド400,…が前記空洞部Hのテーパ内面に所定の位置で圧接するので、前記空洞部H内に補強管2を容易に且つ安定した状態で支持することができる。したがって、補強管2に、折損した電柱Pの地上残存部P2を所定期間仮固定できるようになる。   As described above, according to the temporary fixing device 1 for a broken tapered hollow columnar object according to this embodiment, a plurality of support portions 40 are directed toward the taper inner surface of the hollow portion H by the drive portion 41 of the reinforcing tube support means 4. The rods 400,... Are advanced, and the individual rods 400,... That are advanced by the position restricting portion are pressed against the tapered inner surface of the cavity H at a predetermined position, so that the reinforcing pipe 2 can be easily placed in the cavity H. And can be supported in a stable state. Therefore, the ground remaining portion P2 of the broken utility pole P can be temporarily fixed to the reinforcing pipe 2 for a predetermined period.

なお、本発明に係る折損した先細り中空柱状物の仮固定装置1は、前記実施形態に限定することなく種々変更することができる。   In addition, the temporary fixing apparatus 1 of the tapered tapered hollow columnar object according to the present invention can be variously modified without being limited to the above embodiment.

例えば、前記実施形態の場合、位置規制部として、個々のロッド400,…の延出長さL1〜L3を設定するようにしたが、一対の可動子411a,411bに対して、操作軸410に所定のトルク値を越えるトルクが加わると空回りするように構成してもよい。この場合も、前記と同様に、当接板401を前記地中残存部P1のテーパ内面に密接させることができる。   For example, in the case of the above-described embodiment, the extension lengths L1 to L3 of the individual rods 400,... Are set as the position restricting portions. It may be configured to idle when a torque exceeding a predetermined torque value is applied. Also in this case, the contact plate 401 can be brought into close contact with the tapered inner surface of the underground remaining portion P1 as described above.

また、前記実施形態の場合、中空の柱状物として、電線が架設された電柱Pを例にとって説明したが、電灯柱、搭状の構築物にも適用できる。   In the case of the above-described embodiment, the electric pole P on which an electric wire is installed has been described as an example of the hollow columnar object.

1…折損した先細り中空柱状物の仮固定装置、2…補強管、3…仮固定手段、4…補強管支持手段、40…支持部、41…駆動部、400…ロッド、401…当接板、402…緩衝部材、410…操作軸、411a,411b…可動子、412…屈伸アーム、P…電柱(折損した先細りの中空柱状物)、P1…地中残存部、P2…地上残存部、H…空洞部 DESCRIPTION OF SYMBOLS 1 ... Temporary fixing apparatus of the broken tapered hollow columnar thing, 2 ... Reinforcement pipe, 3 ... Temporary fixing means, 4 ... Reinforcement pipe support means, 40 ... Support part, 41 ... Drive part, 400 ... Rod, 401 ... Contact plate , 402 ... buffer member, 410 ... operation shaft, 411a, 411b ... mover, 412 ... bending arm, P ... utility pole (broken tapered hollow columnar), P1 ... residual part in the ground, P2 ... residual part on the ground, H ... Cavity

Claims (5)

折損した先細り中空柱状物の地中残存部の空洞部に、上側部が地上に臨出するように挿入される補強管と、
地上に臨出する補強管の上側部に、折損した先細り中空柱状物の地上残存部を抱持させて仮固定する仮固定手段とを備えた、折損した先細り中空柱状物の仮固定装置において、
前記空洞部内で前記補強管を支持できるように、前記補強管の周方向および軸方向に所定の間隔をおいて配置され、前記空洞部のテーパ内面に接離可能に設けられる複数の支持部と、
該複数の支持部を前記空洞部のテーパ内面に対して進退させる駆動部と、
個々の支持部を前記空洞部のテーパ内面に所定の位置で圧接させる位置規制部とで構成される補強管支持手段を備えたことを特徴とする、折損した先細り中空柱状物の仮固定装置。
A reinforcing tube inserted into the hollow portion of the underground portion of the tapered hollow columnar material that has been broken, so that the upper side portion is exposed to the ground;
In a temporary fixing device for a broken tapered hollow columnar article, comprising a temporary fixing means for temporarily holding and fixing the ground remaining part of a broken tapered hollow columnar object to the upper part of the reinforcing tube that protrudes to the ground,
A plurality of support portions disposed at predetermined intervals in the circumferential direction and the axial direction of the reinforcement tube so as to be able to support the reinforcement tube in the cavity portion, and provided so as to be able to contact and separate from the tapered inner surface of the cavity portion; ,
A drive part for moving the plurality of support parts forward and backward with respect to the tapered inner surface of the cavity part;
A temporary fixing device for a broken tapered hollow columnar article, comprising reinforcing tube support means comprising a position restricting portion that presses each supporting portion against a tapered inner surface of the hollow portion at a predetermined position.
前記支持部は、ロッドの先端部に着脱可能に取り付けられ、前記空洞部のテーパ内面に当接する当接板を備えたことを特徴とする請求項1に記載の、折損した先細り中空柱状物の仮固定装置。   2. The broken tapered hollow column-shaped object according to claim 1, wherein the support portion includes a contact plate that is detachably attached to a distal end portion of the rod and contacts a tapered inner surface of the cavity portion. Temporary fixing device. 前記駆動部は、前記補強管に、該補強管の軸線に沿って挿入される操作軸と、該操作軸を正方向に回転操作することによって近接するとともに、前記操作軸を逆方向に回転操作することによって離間する一対の可動子と、互いの対向する一端部が回動自在に連結され、互いの他端部が前記一対の可動子に連結される屈伸アームと、前記操作軸を中心にして前記空洞部のテーパ内面に向かって延出するように、前記屈伸アームの両一端部の連結部に配置されるロッドとで構成されることを特徴とする請求項1または2に記載の、折損した先細り中空柱状物の仮固定装置。   The drive unit is close to the reinforcement tube by rotating the operation shaft in the forward direction and the operation shaft inserted along the axis of the reinforcement tube and rotating the operation shaft in the reverse direction. A pair of movers that are spaced apart from each other, a bending arm that is connected to the pair of movers with one end opposite to each other pivotably connected to the pair of movers, and the operation axis. It is comprised with the rod arrange | positioned at the connection part of the both ends of the said bending-extension arm so that it may extend toward the taper inner surface of the said cavity part, The Claim 1 or 2 characterized by the above-mentioned. Temporary fixing device for broken hollow columnar objects. 前記位置規制部は、前記ロッドに対して、前記空洞部のテーパ内面に応じて、前記ロッドの延出長さが設定されるように構成されることを特徴とする請求項1乃至3のいずれか1項に記載の、折損した先細り中空柱状物の仮固定装置。   The said position control part is comprised so that the extension length of the said rod may be set with respect to the said rod according to the taper inner surface of the said cavity part. A temporary fixing device for a broken tapered hollow columnar object according to claim 1. 前記位置規制部は、前記一対の可動子に対して、操作軸に所定のトルク値を越えるトルクが加わると空回りするように構成されることを特徴とする請求項1乃至4のいずれか1項に記載の、折損した先細り中空柱状物の仮固定装置。   The said position control part is comprised so that it may rotate idly when the torque exceeding a predetermined torque value is added to an operating shaft with respect to a pair of said needle | mover. The temporary fixing apparatus of the tapered tapered hollow columnar object described in 1.
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JP5897694B1 (en) * 2014-12-15 2016-03-30 中国電力株式会社 Fractured electric pole temporary support device and broken electric pole temporary support method

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JPH06323040A (en) * 1993-05-17 1994-11-22 Chubu Electric Power Co Inc Broken electric pole temporarily supporting construction method and temporary post
JP2007031954A (en) * 2005-07-22 2007-02-08 Chugoku Electric Power Co Inc:The Device for tentatively recovering broken pole, and method of tentatively recovering broken pole
JP2009046831A (en) * 2007-08-16 2009-03-05 Chugoku Electric Power Co Inc:The Broken electric pole repair device and broken electric pole repair method using the same

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JP5897694B1 (en) * 2014-12-15 2016-03-30 中国電力株式会社 Fractured electric pole temporary support device and broken electric pole temporary support method

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