JP2008025317A - Reinforcing member equal arrangement method and reinforcing member equal arrangement tool in hollow column - Google Patents

Reinforcing member equal arrangement method and reinforcing member equal arrangement tool in hollow column Download PDF

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JP2008025317A
JP2008025317A JP2006202575A JP2006202575A JP2008025317A JP 2008025317 A JP2008025317 A JP 2008025317A JP 2006202575 A JP2006202575 A JP 2006202575A JP 2006202575 A JP2006202575 A JP 2006202575A JP 2008025317 A JP2008025317 A JP 2008025317A
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jig
reinforcing material
arm
hollow column
reinforcing
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JP4676930B2 (en
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Hiroyasu Minayoshi
博保 皆吉
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Abstract

<P>PROBLEM TO BE SOLVED: To efficiently reinforce an existing hollow column by arranging aramid rods equally in an easy and reliable manner in the erected state of the existing hollow column. <P>SOLUTION: This reinforcing member equal arrangement tool comprises an arm mounting base part 11 having a plurality of arm mounting parts at equal spaces on the outer peripheral side; a plurality of base side arm parts 13 mounted to the arm mounting parts of the arm mounting base part 11; an end side arm parts 15, 17 swingably connected to the respective proximal side arm parts 13 and having holding parts 25 for holding the reinforcing members; a suspension base part 19 having mounting parts for a plurality of weight suspension wires 21 at equal spaces on the outer peripheral side; and weights 23 connected to the other ends of the suspension wires 21 with one ends latched to the mounting parts of the weight suspension wires 21 of the suspension base part 19, via the tips of the end side arm parts 15, 17. <P>COPYRIGHT: (C)2008,JPO&INPIT

Description

本発明は、各種鋼管柱やコンクリート柱等の中空柱の補強を立設した状態で行うための中空柱における補強材均等配置方法及び補強材均等配置治具に関する。   The present invention relates to a reinforcing material uniform arrangement method and a reinforcing material uniform arrangement jig in a hollow column for performing reinforcement of hollow columns such as various steel pipe columns and concrete columns upright.

鋼管柱やコンクリート柱等の中空柱は、通常は中空柱の基端部の所定長部分が地中に埋設されて地上に立設される。   A hollow column such as a steel pipe column or a concrete column is usually erected on the ground with a predetermined length of the base end of the hollow column buried in the ground.

このような中空柱は、中空柱の設置環境や経年変化などにより強度が劣化し、低下する可能性のあることが指摘されることもあった。そのため、このような中空柱は定期的に点検され、適宜、補強や立て替えが行われている。また、点検等により中空柱を立て替えに依らず補強する際には、地際に近い部分を中心にして重点的に行うのが一般的である。   It has been pointed out that the strength of such a hollow column may deteriorate and decrease due to the installation environment of the hollow column or aging. For this reason, such hollow columns are regularly inspected, and are reinforced and replaced as appropriate. Moreover, when reinforcing a hollow pillar by inspection etc. without depending on replacement, it is common to concentrate mainly on the part close to the ground.

例えば、特許文献1では中空柱としてのコンクリート製の電柱の地際から1m程上方の電柱側面に形成された側面開口部から中空柱の内部に補強材としてのアラミドロッドを複数本、挿入したのち複数本のアラミドロッドを治具等により均等に配置し、次にこれらアラミドロッドの隙間に例えば豆砂利や砕石を投入し、更にモルタルやコンクリートなどを順次投入し、これにより中空柱の最下端部から側面開口部付近までを補強するようにしている。
特願2003−24176号
For example, in Patent Document 1, after inserting a plurality of aramid rods as reinforcing materials into the inside of the hollow column from the side opening formed on the side of the utility column about 1 m above the ground side of the concrete utility pole as the hollow column Place a plurality of aramid rods evenly with a jig, etc., and then, for example, bean gravel or crushed stone into the gap between these aramid rods, and then mortar, concrete, etc. To the vicinity of the side opening.
Japanese Patent Application No. 2003-24176

上述したように、従来のコンクリート製の電柱の補強方法では、中空柱の最下端部から地際から1m程上方の電柱側面に形成された側面開口部付近までを複数本の補強材としてのアラミドロッドを均等に配置し補強するようにしている。   As described above, in the conventional method for reinforcing a utility pole made of concrete, aramid as a plurality of reinforcements extends from the lowermost end of the hollow column to the vicinity of the side opening formed on the side of the utility pole about 1 m above the ground. The rods are evenly arranged and reinforced.

しかしながら、中空柱に設けられる側面開口は、そもそも中空柱の強度に影響を与えてはならないことから、必要最小限の開口となるように施工されていた。そのため中空柱内部に収容されるアラミドロッドの均等配置用の治具は、大きさや構成が極端に制限されている。   However, since the side opening provided in the hollow column should not affect the strength of the hollow column in the first place, it has been constructed so as to be the minimum necessary opening. For this reason, the jig for evenly arranging the aramid rods housed inside the hollow column is extremely limited in size and configuration.

また中空柱内部でのアラミドロッドの均等配置はアラミドロッドの全長にわたって行われなければならないが、中空柱内部のノロ等の突出物により均等配置用の治具そのものが中空柱内部で傾いて配置されたりする可能性が指摘されることもあった。   In addition, the uniform arrangement of the aramid rod within the hollow column must be performed over the entire length of the aramid rod, but the uniform arrangement jig itself is inclined and arranged inside the hollow column due to a protrusion such as a slot inside the hollow column. There was also a possibility that it was.

このアラミドロッドの均等配置は、極端な例では、支柱等のように斜めに立てられた中空柱においても同様に、中空柱の中心軸に沿って、アラミドロッドが均等に配置されることが望まれている。   In an extreme example, this equal arrangement of aramid rods is desired to be equally arranged along the central axis of the hollow column as well, even in the case of a hollow column standing obliquely such as a column. It is rare.

本発明は、上記に鑑みてなされたもので、その目的とするところは、既設の中空柱を立設した状態で、確実かつ容易にアラミドロッドを均等に配置し、これにより既設の中空柱を効率的に補強することが可能な中空柱における補強材均等配置方法及び補強材均等配置用治具を提供することにある。   The present invention has been made in view of the above, and the object of the present invention is to arrange the aramid rods evenly and surely in a state where the existing hollow columns are erected, and thereby to install the existing hollow columns. An object of the present invention is to provide a reinforcing material uniform arrangement method and a reinforcing material uniform arrangement jig in a hollow column that can be efficiently reinforced.

上記の課題を解決するために、請求項1記載の補強材均等配置方法は、内部に中空部を有する中空柱を立設した状態で、当該中空柱の補強を複数本の棒状の補強材により行うときの中空柱における補強材均等配置方法であって、前記複数本の補強材を保持し分散配置させる補強材均等配置用治具を前記中空柱の側面に設けられた側面開口から挿入する補強材均等配置用治具挿入工程と、前記補強材均等配置用治具を当該中空柱の中心位置に配置させる治具中心配置用治具を前記側面開口から挿入する治具中心配置用治具挿入工程と、補強材均等配置用治具と治具中心配置用治具とを直行するように貫通する棒状の軸部材を介して補強材均等配置用治具と治具中心配置用治具とを連結する治具連結行程とを有して、前記補強材均等配置用治具の中心位置を治具中心配置用治具により当該中空柱の中心位置に配置させると共に前記複数の補強材を補強材均等配置用治具で均等に配置した後に、前記側面開口から充填材を投入して補強材を固定することを要旨とする。   In order to solve the above problems, the reinforcing member equalizing method according to claim 1 is a state in which a hollow column having a hollow portion is erected, and the hollow column is reinforced by a plurality of rod-shaped reinforcing members. Reinforcement material equal placement method for hollow pillars when performing reinforcement for inserting a plurality of reinforcement members, and reinforcing material uniform placement jigs to be distributed from the side openings provided on the side surfaces of the hollow columns The jig center placement jig insertion step for inserting the jig center placement jig for placing the reinforcing material uniform placement jig at the center position of the hollow column. The reinforcing material uniform arrangement jig and the jig central arrangement jig are arranged through a rod-shaped shaft member that passes through the process, the reinforcing material uniform arrangement jig, and the jig center arrangement jig. A jig connecting step for connecting, and After the center position is arranged at the center position of the hollow column by the jig center arrangement jig and the plurality of reinforcing materials are arranged uniformly by the reinforcing material uniform arrangement jig, the filler is introduced from the side opening. The gist is to fix the reinforcing material.

請求項1記載の補強材均等配置方法によれば、補強材を均等に配置する補強材均等配置用治具を治具中心配置用治具により、中空柱の中心位置に配置させることが可能となることから、補強材を中空柱内部においてより均等に配置することが可能となる。   According to the reinforcing member uniform arrangement method according to claim 1, it is possible to arrange the reinforcing member uniform arrangement jig for uniformly arranging the reinforcing member at the center position of the hollow column by the jig center arrangement jig. Therefore, it becomes possible to arrange the reinforcing material more evenly inside the hollow column.

請求項2記載のの補強材均等配置方法は、内部に中空部を有する中空柱を立設した状態で、当該中空柱の補強を行うときの中空柱における補強材均等配置方法であって、立設した中空柱の側面に側面開口を形成する開口形成行程と、前記側面開口から中空柱内部に複数本の棒状の補強材を挿入する補強材挿入工程と、前記複数本の補強材を揺動自在の腕部に設けた保持部で保持し分散配置させる補強材均等配置用治具を前記腕部を折り畳んだ状態で前記側面開口から挿入する補強材均等配置用治具挿入工程と、展開自在に設けられた腕部を展開することで前記補強材均等配置用治具を当該中空柱の中心位置に配置させる治具中心配置用治具を前記腕部を閉じた状態で前記側面開口から挿入し、前記補強材均等配置用治具の下方に配置する治具中心配置用治具挿入工程と、補強材均等配置用治具と治具中心配置用治具とを直行するように貫通する軸部材を介して補強材均等配置用治具と治具中心配置用治具とを連結する治具連結行程と、前記治具中心配置用治具の腕部を展開して補強材均等配置用治具の中心位置を当該中空柱の中心位置に配置させると共に前記補強材均等配置用治具の腕部を展開して保持部に保持される複数の補強材を均等に配置した後に、前記側面開口から充填材を投入して補強材を固定する補強材固定行程と、前記側面開口を塞ぐ工程とを備えることを要旨とする。   The reinforcing material uniform arrangement method according to claim 2 is a reinforcing material uniform arrangement method in a hollow column when reinforcing the hollow column in a state where the hollow column having a hollow portion therein is erected. An opening forming process for forming a side opening on the side surface of the hollow column provided, a reinforcing material inserting step for inserting a plurality of rod-shaped reinforcing materials into the hollow column from the side surface opening, and swinging the plurality of reinforcing materials Reinforcement material uniform placement jig insertion step for inserting a reinforcement material uniform placement jig to be held and distributed by a holding portion provided on a free arm portion from the side opening while the arm portion is folded, and expandable A jig center placement jig for placing the reinforcing material uniform placement jig at the center position of the hollow column by unfolding the arm portion provided on the side is inserted from the side opening with the arm portion closed. And a jig disposed below the reinforcing material uniform arrangement jig Centering jig insertion step, reinforcing material uniform placement jig and jig center placement jig through a shaft member penetrating so as to be orthogonal to the reinforcing material uniform placement jig and jig center placement The jig connecting step for connecting the jig and the arm part of the jig center arrangement jig are deployed so that the center position of the jig for uniformly arranging the reinforcing material is arranged at the center position of the hollow column and the reinforcement is performed. A reinforcing material fixing step of expanding the arm portion of the jig for evenly arranging the materials and arranging the plurality of reinforcing materials held by the holding portion evenly and then inserting the filler from the side opening to fix the reinforcing material; And a step of closing the side opening.

請求項2記載の補強材均等配置方法によれば、補強材を均等に配置する補強材均等配置用治具を治具中心配置用治具により、中空柱の中心位置に配置させることが可能となることから、補強材を中空柱内部においてより均等に配置することが可能となる。   According to the reinforcing member uniform arrangement method according to claim 2, it is possible to arrange the reinforcing member uniform arrangement jig for uniformly arranging the reinforcing member at the center position of the hollow column by the jig center arrangement jig. Therefore, it becomes possible to arrange the reinforcing material more evenly inside the hollow column.

請求項3記載の補強材均等配置方法は、請求項2に記載の前記補強材均等配置用治具が展開自在に設けられた腕部を、当該補強材均等配置用治具が懸吊状態にあるとき折り畳み、懸吊状態が解除されると、その腕を展開することを要旨とする。   According to a third aspect of the present invention, there is provided the reinforcing member equalizing method according to the second aspect, wherein the reinforcing member equalizing jig is provided in an unfoldable state. When it is folded and the suspended state is released, the gist is to unfold the arm.

請求項3記載の補強材均等配置方法は、当該補強材均等配置用治具を懸吊状態とすると腕部が折り畳まれ、懸吊状態を解除すると、その自重により腕部を展開することから、補強材を均等に配置する際の作業性を大幅に高めることが可能となる。   In the reinforcing material uniform arrangement method according to claim 3, when the reinforcing material uniform arrangement jig is in a suspended state, the arm portion is folded, and when the suspended state is released, the arm portion is expanded by its own weight. It becomes possible to greatly improve the workability when the reinforcing members are evenly arranged.

請求項4記載の補強材均等配置方法は、請求項2または3のいずれかに記載の治具中心配置用治具が、腕部の自重で展開することを要旨とする。   According to a fourth aspect of the present invention, there is provided a reinforcing member equalizing method in which the jig center arranging jig according to any one of the second and third aspects is deployed by its own weight of the arm portion.

請求項4記載の補強材均等配置方法は、治具中心配置用治具が、腕部の自重で展開することから、補強材を均等に配置する際の作業性を大幅に高めることが可能となる。   According to the reinforcing member uniform arrangement method according to claim 4, since the jig center arrangement jig is deployed by its own weight, it is possible to greatly improve workability when the reinforcing material is arranged evenly. Become.

請求項5記載の補強材均等配置用治具は、内部に中空部を有する中空柱を立設した状態で、当該中空柱の補強を複数本の棒状の補強材により行うときの中空柱における補強材均等配置用治具であって、外周側に等間隔に複数の腕部の取り付け部を有する腕取り付け基部と、この腕取り付け基部の腕部の取り付け部に取り付けられる複数の基部側腕部と、この基部側腕部のそれぞれに揺動自在に連結されると共に前記補強材を保持する保持部を有する端部側腕部と、外周側に等間隔に複数のおもり懸吊用ワイヤの取り付け部を有する懸吊用基部と、この懸吊用基部のおもり懸吊用ワイヤの取り付け部に一端を掛止された懸吊用ワイヤの他端に端部側腕部の先端を経由して接続されるおもりとを有することを要旨とする。   The jig for evenly arranging a reinforcing material according to claim 5 is a reinforcement in a hollow column when the hollow column is reinforced by a plurality of rod-shaped reinforcing materials in a state where a hollow column having a hollow portion is erected. A jig for uniform material placement, an arm mounting base having a plurality of arm mounting portions at equal intervals on the outer peripheral side, and a plurality of base side arm portions mounted on the arm mounting portion of the arm mounting base An end side arm portion that is swingably connected to each of the base side arm portions and has a holding portion for holding the reinforcing material, and an attachment portion for a plurality of weight suspension wires at equal intervals on the outer peripheral side A suspension base having a suspension base, and a suspension wire attached to a weight suspension wire attachment portion, the other end of the suspension wire being connected to the other end of the suspension arm via the tip of the end arm portion. The main point is to have a weight.

請求項5記載の補強材均等配置用治具によれば、補強材を均等に配置する補強材均等配置用治具を治具中心配置用治具により、中空柱の中心位置に配置させることが可能となることから、補強材を中空柱内部においてより均等に配置することが可能となる。   According to the jig for evenly arranging the reinforcing material according to claim 5, the jig for arranging the reinforcing material evenly arranging the reinforcing material can be arranged at the center position of the hollow column by the jig for arranging the center of the jig. Since it becomes possible, it becomes possible to arrange | position a reinforcing material more uniformly in a hollow pillar inside.

請求項6記載の補強材均等配置用治具は展開自在に設けられた腕部を、当該補強材均等配置用治具が懸吊状態にあるとき折り畳み、懸吊状態が解除されるとその腕を展開することを要旨とする。   The reinforcing material uniform arrangement jig according to claim 6 folds the arm portion provided in a freely deployable manner when the reinforcing material uniform arrangement jig is in a suspended state, and the arm when the suspended state is released. The main point is to develop.

請求項6記載の補強材均等配置用治具は、当該補強材均等配置用治具を懸吊状態とすると腕部が折り畳まれ、懸吊状態を解除すると、その自重により腕部を展開することから、補強材を均等に配置する際の作業性を大幅に高めることが可能となる。   In the reinforcing material uniform arrangement jig according to claim 6, when the reinforcing material uniform arrangement jig is in a suspended state, the arm portion is folded, and when the suspended state is released, the arm portion is expanded by its own weight. Therefore, the workability when the reinforcing members are evenly arranged can be greatly improved.

請求項7記載の補強材均等配置用治具は、前記請求項5または6のいずれかに記載の基部側腕部は、複数の板状部材で構成され、かつ該板状部材には長穴が設けられており、この複数の板状部材の構成を変更することで当該基部側腕部の腕長を変更することを要旨とする。   The reinforcing material uniform arrangement jig according to claim 7, wherein the base side arm portion according to any one of claims 5 and 6 is configured by a plurality of plate-like members, and the plate-like member has an elongated hole. The gist is to change the arm length of the base side arm portion by changing the configuration of the plurality of plate-like members.

請求項7記載の補強材均等配置用治具は、基部側腕部が長穴が設けられた複数の板状部材で構成されることから、この複数の板状部材の構成を変更し基部側腕部の腕長を変更することにより、任意の中空柱の内径に対応することが可能となる。   The jig for evenly arranging a reinforcing member according to claim 7 is configured by a plurality of plate-like members in which the base side arm portion is provided with an elongated hole. By changing the arm length of the arm portion, it becomes possible to correspond to the inner diameter of any hollow column.

請求項8記載の補強材均等配置用治具は、前記請求項5乃至7のいずれかに記載の基部側腕部が、先端部分に端部側腕部の下向きの揺動を規制する突起部を有することを要旨とする。   The reinforcing material uniform arrangement jig according to claim 8, wherein the base side arm portion according to any one of claims 5 to 7 has a protruding portion that restricts downward swinging of the end side arm portion at the tip end portion. It is summarized as having.

請求項8記載の補強材均等配置用治具は、端部側腕部の下向きの揺動が規制されることから、補強材均等配置用治具を懸吊した際、あるいは懸吊状態を解除した際の端部側腕部の動作を円滑にすることが可能となる。   Since the downward swinging of the end side arm portion is restricted, the reinforcing material uniform arrangement jig according to claim 8 releases the suspended state when the reinforcing material uniform arrangement jig is suspended. It becomes possible to make the operation of the end side arm portion smooth when it is done.

請求項9記載の補強材均等配置用治具は、前記請求項5乃至8のいずれかに記載の端部側腕部が、さらに端部側上腕部と端部側下椀部により構成され、前記端部側上腕部は、前記基部側腕部の先端部より若干腕取り付け基部寄りの位置で揺動自在に連結され、前記端部側下椀部は、前記基部側腕部先端部分に設けられた端部側上腕部の下向きの揺動を規制する突起部に揺動自在に連結され、前記おもり懸吊用ワイヤは一端を懸吊用基部に掛止し、他端を端部側上腕部の先端と端部側下椀部の先端とを経由しておもりに接続されることを要旨とする。   In the reinforcing material uniform arrangement jig according to claim 9, the end-side arm portion according to any one of claims 5 to 8, further comprising an end-side upper arm portion and an end-side lower collar portion, The end-side upper arm is swingably connected at a position slightly closer to the arm mounting base than the tip of the base-side arm, and the end-side lower collar is provided at the tip of the base-side arm. The weight suspension wire is swingably connected to a protruding portion that restricts the downward swing of the end side upper arm portion, and the weight suspension wire has one end hooked to the suspension base portion and the other end to the end side upper arm. The gist is to be connected to the weight via the tip of the part and the tip of the lower end of the end side.

請求項9記載の補強材均等配置用治具は、端部側腕部が端部側上腕部と端部側下椀部により構成されることから、おもり懸吊用ワイヤの繰り出しが円滑に行われ、これにより基部側腕部および端部側上腕部と端部側下椀部の展開がより円滑となる。   In the jig for evenly arranging a reinforcing material according to claim 9, since the end side arm portion is composed of the end side upper arm portion and the end side lower collar portion, the weight suspension wire is smoothly fed out. As a result, the base-side arm, the end-side upper arm, and the end-side lower collar are more smoothly deployed.

請求項10記載の補強材均等配置用治具は、前記請求項5乃至8のいずれかに記載の端部側腕部が、その腕長が基部側腕部の腕長よりも長いことを要旨とする。   The reinforcing material equalizing jig according to claim 10 is characterized in that the end side arm portion according to any one of claims 5 to 8 has an arm length longer than an arm length of the base side arm portion. And

請求項10記載の補強材均等配置用治具では、端部側腕部の腕長が基部側腕部の腕長よりも長いことから、端部側腕部を揺動し上方に跳ね上げることにより、補強材均等配置用治具の最小半径を小さくしつつ、展開時の同最大半径を大きくすることが可能となる。   In the jig for evenly arranging reinforcing members according to claim 10, since the arm length of the end side arm portion is longer than the arm length of the base side arm portion, the end side arm portion is swung and jumped upward. As a result, it is possible to increase the maximum radius during deployment while reducing the minimum radius of the reinforcing material uniform arrangement jig.

本発明によれば、既設の立設した状態の中空柱の中空部内部にモルタルおよびアラミドロッド等の補強材を注入し補強する際に、アラミドロッドを確実かつ容易に均等に配置し、中空柱を効率的に補強することを可能とする中空柱における補強材均等配置方法及び補強材均等配置用治具を提供することができる。   According to the present invention, when a reinforcing material such as a mortar and an aramid rod is reinforced by injecting a reinforcing material such as a mortar and an aramid rod into the hollow portion of an existing standing hollow column, the aramid rod is reliably and easily disposed evenly. It is possible to provide a reinforcing material uniform arrangement method and a reinforcing material uniform arrangement jig in a hollow column that can efficiently reinforce the structure.

以下、本発明の実施の形態を図面を参照して説明する。   Hereinafter, embodiments of the present invention will be described with reference to the drawings.

図1は、本発明に係る中空柱における補強材均等配置方法の処理手順を説明するフローチャートであり、図2は補強材均等配置用治具の一つの実施の形態における構成を示す図である。中空柱としては各種鋼管柱(テーパーの無い鋼板柱、テーパーのあるパンザマスト(鋼板組立柱))やコンクリート柱(テーパーの有る電柱やテーパーのないコンクリート柱)が含まれる。   FIG. 1 is a flowchart for explaining a processing procedure of a reinforcing material uniform arrangement method in a hollow column according to the present invention, and FIG. 2 is a diagram showing a configuration in one embodiment of a reinforcing material uniform arrangement jig. The hollow columns include various types of steel tube columns (steel columns without taper, panzer mast with taper (steel assembly column)) and concrete columns (electric columns with taper and concrete columns without taper).

まず、図2を参照して、補強材均等配置用治具10の構成について説明する。   First, with reference to FIG. 2, the structure of the reinforcing material uniform arrangement jig 10 will be described.

この補強材均等配置用治具10の概略の構成は、腕取り付け基部11と、この腕取り付け基部11に取り付けられる8本の基部側腕部13と、この8本の基部側腕部13の腕取り付け基部11と反対側の先端近傍にそれぞれに揺動自在に設けられる端部側上腕部15と、前記8本の基部側腕部13の先端に、端部側上腕部15の下側に、それぞれに揺動自在に設けられる端部側下椀部17と、おもり懸吊用ワイヤ21の一方の端部である基部側端部をスリーブで掛止して、これら腕部材13,15,17を懸吊する懸吊用基部19と、このおもり懸吊用ワイヤ21の基部側と反対側端部にスリーブで掛止して取り付けられるおもり23によって構成される。   The schematic configuration of the jig 10 for evenly arranging the reinforcing members includes an arm mounting base 11, eight base side arm portions 13 attached to the arm mounting base portion 11, and arms of the eight base side arm portions 13. An end-side upper arm 15 that is swingably provided in the vicinity of the tip opposite to the mounting base 11, a tip of the eight base-side arms 13, and a lower side of the end-side upper arm 15, The arm member 13, 15, 17 is hooked on the end side lower brim part 17 provided so as to be swingable and the base side end part, which is one end part of the weight suspension wire 21, with a sleeve. And a weight 23 that is attached to the end of the weight suspension wire 21 opposite to the base side by a sleeve.

以下、上述した各構成について詳細に説明する。   Hereafter, each structure mentioned above is demonstrated in detail.

まず、腕取り付け基部11は、中心部分に後述する軸部材31を摺動自在に嵌装可能なほぼ軸部材31と同径の孔を有する円筒状であり、かつ3枚の円板状の金属部材(例えば鋼材)が積層されて作成される。また上下の円板は中央の円板にネジ留めされ、中間に挟まれた円筒部材の外周には等間隔に8本のスリットが形成される。この円筒部材の厚み(高さ)は、基部側腕部13の厚み(高さ)より極僅かに薄く(低く)形成されるため、スリットに基部側腕部13の端部を挿入することにより基部側腕部13を前記上下の円板のネジ留めにより挟み込み、固定することができる。   First, the arm attachment base 11 has a cylindrical shape having a hole having substantially the same diameter as that of the shaft member 31 in which a shaft member 31 (to be described later) can be slidably fitted in a central portion, and is formed of three disc-shaped metals. Members (for example, steel materials) are laminated and created. The upper and lower disks are screwed to the center disk, and eight slits are formed at equal intervals on the outer periphery of the cylindrical member sandwiched between them. Since the thickness (height) of this cylindrical member is formed slightly thinner (lower) than the thickness (height) of the base-side arm 13, the end of the base-side arm 13 is inserted into the slit. The base side arm portion 13 can be sandwiched and fixed by screwing the upper and lower disks.

基部側腕部13は、異なる数種類の長さ(例えば25mm、40mm、60mm、80mm)の金属製(例えば鋼材)の板状部材の組み合わせにより任意の長さに構成される。すなわち、板状部材には、それぞれ複数の長孔(例えば18mm、25mm、35mm、55mm)、丸孔が適宜設けられており、2,3枚の板状部材を組み合わせ、その長さを調整した後に、これら孔にビスを差し込みにナットで固定することにより任意の腕長の基部側腕部13を作成することが可能となる。これにより各種鋼管柱やコンクリート柱等の内径の大小に対応が可能となる。   The base side arm portion 13 is configured to have an arbitrary length by combining metal (for example, steel) plate-like members having different types of lengths (for example, 25 mm, 40 mm, 60 mm, and 80 mm). That is, a plurality of long holes (for example, 18 mm, 25 mm, 35 mm, and 55 mm) and round holes are appropriately provided in the plate-like member, and the length of the plate-like member is adjusted by combining two or three plate-like members. Later, by inserting screws into these holes and fixing them with nuts, it is possible to create the base side arm portion 13 having an arbitrary arm length. Thereby, it becomes possible to cope with the size of the inner diameters of various steel pipe columns and concrete columns.

端部側上腕部15は、基部側腕部13の先端に設けられるストッパによって下方向への下降が規制される。これにより端部側上腕部15と端部側下椀部17との干渉およびこれら腕部とおもり懸吊用ワイヤ21との干渉を防ぐようにしている。   The end-side upper arm 15 is restricted from descending downward by a stopper provided at the tip of the base-side arm 13. This prevents interference between the end-side upper arm 15 and the end-side lower flange 17 and interference between these arms and the weight suspension wire 21.

また、このときビスはナットにより留めるようにしても構わないが本実施形態ではビスをスリーブで固定し、作業中の緩みを防止するようにしている。   At this time, the screw may be fastened with a nut, but in this embodiment, the screw is fixed with a sleeve to prevent loosening during operation.

おもり懸吊用ワイヤ21の鋼性により懸吊用基部19は図2に示すように若干浮いた状態に保持される。   Due to the steel nature of the weight suspension wire 21, the suspension base 19 is held in a slightly floating state as shown in FIG.

おもり23は、おもり懸吊用ワイヤ21の下端におもり取り付けスリーブ23bで固定される下部おもり23aと、おもり取り付けスリーブ23bの上部でおもり懸吊用ワイヤ21上を摺動可能に嵌装される上部おもり23cに分割して設けられる。上部おもり23cは懸吊される下部おもり23aとおもり懸吊用ワイヤ21の揺動を抑制するために設けられる。 The weight 23 includes a lower weight 23a fixed to the lower end of the weight suspension wire 21 by a weight attachment sleeve 23b, and an upper portion slidably fitted on the weight suspension wire 21 at the upper portion of the weight attachment sleeve 23b. Divided into weights 23c. The upper weight 23c is provided to suppress the swinging of the lower weight 23a and the weight suspension wire 21 to be suspended.

また、この補強材均等配置用治具40は、図7に示されるように懸吊用基部49と接続される一対の懸吊用下部ワイヤ57aと、この懸吊用下部ワイヤ57aと接続される懸吊用上部ワイヤ57bで構成される補強材均等配置用治具懸吊用ワイヤ57により懸吊される。   Further, as shown in FIG. 7, the jig 40 for reinforcing member equal arrangement is connected to a pair of suspension lower wires 57a connected to the suspension base 49 and the suspension lower wires 57a. It is suspended by a reinforcing material uniform arrangement jig suspension wire 57 constituted by a suspension upper wire 57b.

図3に示される補強材均等配置用治具10は、懸吊状態にあり、そのため端部側上腕部15が上方に揺動して折り畳まれた状態になっている。つまりこの状態では、補強材均等配置用治具10としての半径は基部側腕部43の腕長とほぼ等しく最小であり、中空柱内に当該補強材均等配置用治具10を挿入する際の側面開口Hの長さを最小にすることが可能となる。   3 is in a suspended state, so that the end-side upper arm portion 15 swings upward and is folded. In other words, in this state, the radius of the reinforcing material uniform arrangement jig 10 is almost equal to the minimum arm length of the base side arm portion 43, and when the reinforcing material uniform arrangement jig 10 is inserted into the hollow column. It becomes possible to minimize the length of the side opening H.

次に図4を参照して治具中心配置用治具30の構成を説明する。   Next, the configuration of the jig center arrangement jig 30 will be described with reference to FIG.

軸部材31は80mm程度の長さの下部軸部材31aと、この下部軸部材31aと連結部材31cで連結される3000mm程度の長さの上部軸部材31bにより構成される。連結部材31cは長手の六角ナットであり、下部軸部材31aの上端外周に螺刻されるネジと、連結部材31cの下端外周に螺刻されるネジにより下部軸部材31aと上部軸部材31cを連結すると共に、補強材均等配置用治具10の腕取り付け基部11と当接して補強材均等配置用治具10の位置決めを担う。   The shaft member 31 includes a lower shaft member 31a having a length of about 80 mm and an upper shaft member 31b having a length of about 3000 mm connected to the lower shaft member 31a and the connecting member 31c. The connecting member 31c is a long hexagon nut, and connects the lower shaft member 31a and the upper shaft member 31c with a screw threaded on the outer periphery of the upper end of the lower shaft member 31a and a screw threaded on the outer periphery of the lower end of the connecting member 31c. At the same time, it comes into contact with the arm mounting base 11 of the reinforcing material evenly arranged jig 10 to position the reinforcing material evenly arranged jig 10.

下部軸部材31aの下から100mmから200mmの位置には、下側腕取り付け基部33が固定される。この下側腕取り付け基部33には4本の下側腕部35が揺動自在に取り付けられる。この下側腕部35は基部側下側腕部35aと端部側下側腕部35bにより構成される。   The lower arm attachment base 33 is fixed at a position from 100 mm to 200 mm below the lower shaft member 31a. Four lower arm portions 35 are swingably attached to the lower arm attachment base portion 33. The lower arm portion 35 includes a base side lower arm portion 35a and an end side lower arm portion 35b.

また下側腕取り付け基部33の上方には上側腕取り付け基部39が軸方向に摺動自在に取り付けられる。この下側腕取り付け基部33には4本の上側腕部37が揺動自在に取り付けられる。この上側腕部37は基部側上側腕部37aと端部側上側腕部37bにより構成される。   An upper arm mounting base 39 is slidably mounted in the axial direction above the lower arm mounting base 33. Four upper arm portions 37 are swingably attached to the lower arm attachment base portion 33. The upper arm portion 37 includes a base-side upper arm portion 37a and an end-side upper arm portion 37b.

また端部側下側腕部35bの端部と端部側上側腕部37bの端部とは揺動自在に連結され、また基部側下側腕部35aと基部側上側腕部37aは2枚の板状体で構成されて、腕自体の下部軸部材31aへの取り付け強度を確保すると共に、展開時の重量を稼いでいる。また端部側下側腕部35bと端部側上側腕部37bとは1枚の板状体であり、端部側下側腕部35bと端部側上側腕部37bとの揺動を軽いものとしている。   In addition, the end of the end side lower arm 35b and the end of the end side upper arm 37b are swingably connected, and the base side lower arm 35a and the base upper arm 37a are two pieces. It is comprised by this plate-shaped body, and while securing the attachment strength to the lower shaft member 31a of the arm itself, the weight at the time of expansion | deployment is earned. Further, the end-side lower arm portion 35b and the end-side upper arm portion 37b are a single plate-like body, and swinging between the end-side lower arm portion 35b and the end-side upper arm portion 37b is light. It is supposed to be.

次に、図1に示すフローチャートを参照して本補強材均等配置工法をその施工手順に従って説明する。   Next, this reinforcing material equal arrangement method will be described according to the construction procedure with reference to the flowchart shown in FIG.

まず、ステップS11で中空柱Pの側壁面を超音波削孔機で削孔し、側面開口Hを形成する。この側面開口Hは開口長さ(高さ)は400〜500mmで、開口幅は40〜50mmであり、地上高は開口下端で1500mm程度である。   First, in step S <b> 11, the side wall surface of the hollow column P is drilled with an ultrasonic drilling machine to form a side opening H. The side opening H has an opening length (height) of 400 to 500 mm, an opening width of 40 to 50 mm, and a ground clearance of about 1500 mm at the lower end of the opening.

次にステップS13で、上端にワイヤWLを取り付けたアラミドロッドLを側面開口Hから中空柱内部に挿入する。このアラミドロッドLの長さは本実施形態では3m長のものを使用するが、中空柱の全長、すなわち全長によって異なる埋設長さ(深さ)により適宜変更が可能である。また該ワイヤWLは2,3m程度であり、このステップS11では外部に残したままとする。   Next, in step S13, an aramid rod L having a wire WL attached to the upper end is inserted from the side opening H into the hollow column. In this embodiment, the length of the aramid rod L is 3 m, but it can be appropriately changed depending on the total length of the hollow column, that is, the embedded length (depth) that varies depending on the total length. The wire WL is about 2 to 3 m, and is left outside in this step S11.

次に、ステップS15で、図示しないロッド懸吊用治具のワイヤ環にアラミドロッドLのワイヤWLを通線する。このロッド懸吊用治具は中空柱の内径より若干、径が小である環状体であり、この環状体に沿ってワイヤWLを案内するための8個のワイヤ環が設けられている。このロッド懸吊用治具を中空柱内部の側面開口H上端部分で荷締めバンド等により中空柱に固定する。   Next, in step S15, the wire WL of the aramid rod L is passed through a wire ring of a rod suspension jig (not shown). The rod suspension jig is an annular body having a diameter slightly smaller than the inner diameter of the hollow column, and eight wire rings for guiding the wire WL are provided along the annular body. This rod suspension jig is fixed to the hollow column by a packing band or the like at the upper end portion of the side opening H inside the hollow column.

次にステップS17に進む。ここでは、予め補強材均等配置用治具10のロッド保持部25のスリット25aからワイヤWLをロッド保持部25内に入れ込み、ロッド保持部25内にワイヤWLを通線する。通線後、スリット25aは粘着テープ等により塞いでおく。次に補強材均等配置用治具10を懸吊して端部側上腕部15が上方に折り畳まれた状態としてから、補強材均等配置用治具10全体を垂直にして、側面開口Hから中空柱内部に挿入する。続いて治具中心配置用治具30を、補強材均等配置用治具10の下側に側面開口Hから中空柱内部に挿入する。   Next, the process proceeds to step S17. Here, the wire WL is inserted into the rod holding portion 25 in advance from the slit 25 a of the rod holding portion 25 of the reinforcing material uniform arrangement jig 10, and the wire WL is passed through the rod holding portion 25. After the wiring, the slit 25a is closed with an adhesive tape or the like. Next, after suspending the reinforcing material uniform arrangement jig 10 so that the end-side upper arm 15 is folded upward, the entire reinforcing material uniform arrangement jig 10 is made vertical and hollow from the side opening H. Insert inside the column. Subsequently, the jig center arrangement jig 30 is inserted into the hollow column from the side opening H below the reinforcing material uniform arrangement jig 10.

この治具中心配置用治具30の挿入に際しては、まず下部軸部材31aに連結部材31cを介して上部軸部材31bを連結しておく。続いて、治具中心配置用治具30の上側腕取り付け基部39を軸方向上方に引き上げ、下側腕部35と上側腕部37を傘を閉じるように下部軸部材31aに引き寄せ、治具中心配置用治具30全体を細身にして、側面開口Hから挿入する。   When the jig center arrangement jig 30 is inserted, the upper shaft member 31b is first connected to the lower shaft member 31a via the connecting member 31c. Subsequently, the upper arm attachment base 39 of the jig center arrangement jig 30 is pulled upward in the axial direction, and the lower arm part 35 and the upper arm part 37 are drawn to the lower shaft member 31a so as to close the umbrella. The entire arrangement jig 30 is slender and inserted from the side opening H.

次にステップS19で、治具中心配置用治具30の軸部材31の上端から補強材均等配置用治具10を嵌合し、さらに補強材均等配置用治具10を軸部材31の所定位置、すなわち上述した連結部材31cの上端位置まで下降する。   Next, in step S19, the reinforcing material uniform arrangement jig 10 is fitted from the upper end of the shaft member 31 of the jig center arrangement jig 30, and the reinforcing material uniform arrangement jig 10 is further moved to a predetermined position of the shaft member 31. That is, it descends to the upper end position of the connecting member 31c described above.

次に、ステップS21で、治具中心配置用治具30を軸部材31が底部に着くまで下降する。このとき治具中心配置用治具30の腕部材35,37が、腕部材35,37の自重により展開し、軸部材31を中空柱内部のほぼ中心に配置される。   Next, in step S21, the jig center arrangement jig 30 is lowered until the shaft member 31 reaches the bottom. At this time, the arm members 35 and 37 of the jig center arrangement jig 30 are developed by the weight of the arm members 35 and 37, and the shaft member 31 is arranged at the substantial center inside the hollow column.

次に、ステップS23で、補強材均等配置用治具10の基部側腕部13、端部側上腕部15,端部側下椀部17が自重およびおもり23の重さにより展開し、アラミドロッドLを中空柱内部で均等に配置する。   Next, in step S23, the base-side arm portion 13, the end-side upper arm portion 15, and the end-side lower collar portion 17 of the reinforcing material equalizing jig 10 are developed by their own weight and the weight of the weight 23, and an aramid rod L is evenly arranged inside the hollow column.

次に、ステップS25で、中空柱内部のアラミドロッドの隙間に、側面開口Hから、例えば豆砂利や砕石を投入し、更にモルタルやコンクリートなどを順次投入し、これにより中空柱の最下端部から側面開口部付近までを補強する。なお、充填材としては豆砂利、砕石、モルタル、コンクリートの他、砂利、砂、合成樹脂等、任意の建築材料を利用できる。その後、側面開口Hを閉塞する。   Next, in step S25, into the gap between the aramid rods inside the hollow column, for example, pea gravel or crushed stone is introduced from the side opening H, and mortar, concrete, or the like is sequentially added, thereby starting from the bottom end of the hollow column. Reinforce up to near the side opening. As the filler, any building material such as pebbles, crushed stone, mortar, concrete, gravel, sand, synthetic resin and the like can be used. Thereafter, the side opening H is closed.

次に、図6および図7を参照して、他の実施形態に係る補強材均等配置用治具40について説明する。   Next, with reference to FIG. 6 and FIG. 7, a reinforcing material uniform arrangement jig 40 according to another embodiment will be described.

この補強材均等配置用治具40の概略の構成は、腕取り付け基部41と、この腕取り付け基部41に取り付けられる8本の基部側腕部43と、この8本の基部側腕部43の腕取り付け基部41と反対側の先端近傍にそれぞれに揺動自在に設けられ基部側腕部43よりも腕長の長い端部側腕部45と、おもり懸吊用ワイヤ51の一方の端部である基部側端部をスリーブで掛止して、これら腕部材43,45を懸吊する懸吊用基部49と、このおもり懸吊用ワイヤ51の基部側と反対側端部にスリーブで掛止して取り付けられるおもり53によって構成される。   The general configuration of the reinforcing material uniform arrangement jig 40 includes an arm attachment base 41, eight base side arm parts 43 attached to the arm attachment base 41, and arms of the eight base side arm parts 43. An end side arm portion 45 that is swingably provided in the vicinity of the tip opposite to the attachment base portion 41 and has a longer arm length than the base side arm portion 43, and one end portion of the weight suspension wire 51. The base side end is latched with a sleeve, and the suspension base 49 for suspending the arm members 43 and 45 and the end opposite to the base side of the weight suspension wire 51 are latched with a sleeve. The weight 53 is attached.

また、この補強材均等配置用治具40は、図7に示されるように懸吊用基部49と接続される一対の懸吊用下部ワイヤ57aと、この懸吊用下部ワイヤ57aと接続される懸吊用上部ワイヤ57bで構成される補強材均等配置用治具懸吊用ワイヤ57により懸吊される。   Further, as shown in FIG. 7, the jig 40 for reinforcing member equal arrangement is connected to a pair of suspension lower wires 57a connected to the suspension base 49 and the suspension lower wires 57a. It is suspended by a reinforcing material uniform arrangement jig suspension wire 57 constituted by a suspension upper wire 57b.

図7に示される補強材均等配置用治具40は、懸吊状態にあり、そのため端部側腕部45が上方に揺動して折り畳まれた状態になっている。つまりこの状態では、補強材均等配置用治具40としての半径は基部側腕部43の腕長とほぼ等しく最小であり、中空柱内に当該補強材均等配置用治具40を挿入する際の側面開口Hの長さを最小にすることが可能となる。つまり、この補強材均等配置用治具40としての半径は基部側腕部43の腕長に依存し、端部側腕部45には依らないことから、端部側腕部45の腕長を長くした場合であっても、補強材均等配置用治具40の最小半径を小さくしつつ、展開時の同最大半径を大きくすることが可能となる。   The reinforcing material uniform arrangement jig 40 shown in FIG. 7 is in a suspended state, and therefore, the end side arm portion 45 swings upward and is folded. In other words, in this state, the radius of the reinforcing member uniform arrangement jig 40 is almost the same as the arm length of the base side arm portion 43 and is minimum, and the reinforcing member uniform arrangement jig 40 is inserted into the hollow column. It becomes possible to minimize the length of the side opening H. In other words, the radius of the reinforcing member uniform arrangement jig 40 depends on the arm length of the base side arm portion 43 and does not depend on the end side arm portion 45. Even when the length is increased, it is possible to increase the maximum radius at the time of deployment while reducing the minimum radius of the reinforcing material uniform arrangement jig 40.

本発明の中空柱の補強材均等配置方法における処理手順を説明するためのフローチャートである。It is a flowchart for demonstrating the process sequence in the reinforcing material equalization method of the hollow column of this invention. 本発明の中空柱における補強材均等配置方法で使用される補強材均等配置用治具装置の構成を示す図である。It is a figure which shows the structure of the jig | tool apparatus for reinforcement material equal arrangement | positioning used with the reinforcement material equal arrangement method in the hollow column of this invention. 図2に示す補強材均等配置用治具の懸吊状態における状態を示す図である。It is a figure which shows the state in the suspended state of the jig | tool for reinforcement material equal arrangement | positioning shown in FIG. 本発明の中空柱における補強材均等配置方法で使用される治具中心配置用治具の構成を示す図である。It is a figure which shows the structure of the jig | tool for jig | tool center arrangement | positioning used with the reinforcing material equal arrangement | positioning method in the hollow column of this invention. 本発明の中空柱における補強材均等配置方法において、補強材均等配置用治具が治具中心配置用治具により中心位置に配置される状態を示す図である。It is a figure which shows the state by which the jig | tool for uniform reinforcement material arrangement | positioning in the hollow pillar of this invention is arrange | positioned in the center position by the jig | tool for jig center arrangement | positioning. 本発明に係る他の実施形態における補強材均等配置方法で使用される補強材均等配置用治具装置の構成を示す図である。It is a figure which shows the structure of the jig | tool apparatus for reinforcement material equal arrangement | positioning used with the reinforcement material equal arrangement method in other embodiment which concerns on this invention. 図6に示す補強材均等配置用治具の懸吊状態における状態を示す図である。It is a figure which shows the state in the suspended state of the jig | tool for reinforcement material equal arrangement | positioning shown in FIG.

符号の説明Explanation of symbols

10…補強材均等配置用治具
11…腕取り付け基部
13…基部側腕部
15…端部側上腕部
17…端部側下椀部
19…懸吊用基部
21…おもり懸吊用ワイヤ
23…おもり
23a…下部おもり
23b…おもり取り付けスリーブ
23c…上部おもり
25…ロッド保持部
25a…スリット
27…補強材均等配置用治具懸吊用ワイヤ
27a…懸吊用下部ワイヤ
27b…懸吊用上部ワイヤ
30…治具中心配置用治具
31… 軸部材
31a…下部軸部材
31b…上部軸部材
31c…連結部材
33…下側腕取り付け基部
35…下側腕部
35a…基部側下側腕部
35b…端部側下側腕部
37…上側腕部
37a…基部側上側腕部
37b…端部側上側腕部
39…上側腕取り付け基部
40…補強材均等配置用治具
41…腕取り付け基部
43…基部側腕部
45…端部側腕部
49…懸吊用基部
51…おもり懸吊用ワイヤ
53…おもり
55…ロッド保持部
55a…スリット
57…補強材均等配置用治具懸吊用ワイヤ
57a…懸吊用下部ワイヤ
57b…懸吊用上部ワイヤ
L…アラミドロッド
LW…ロッド用おもり
WL…ロッド懸吊用ワイヤ
DESCRIPTION OF SYMBOLS 10 ... Reinforcement material equal arrangement jig 11 ... Arm attachment base 13 ... Base side arm 15 ... End side upper arm 17 ... End side lower collar 19 ... Suspension base 21 ... Weight suspension wire 23 ... Weight 23a ... Lower weight 23b ... Weight attachment sleeve 23c ... Upper weight 25 ... Rod holder 25a ... Slit 27 ... Reinforcement material uniform arrangement jig Suspension wire 27a ... Suspension lower wire 27b ... Suspension upper wire 30 ... Jig center placement jig 31 ... Shaft member 31a ... Lower shaft member 31b ... Upper shaft member 31c ... Connecting member 33 ... Lower arm attachment base 35 ... Lower arm part 35a ... Base side lower arm part 35b ... End Lower side arm portion 37... Upper arm portion 37 a... Upper side arm portion 37 b .. End side upper arm portion 39... Upper arm attachment base 40. Arm 45 ... Arm on the end side 49 ... Suspension base 51 ... Weight suspension wire 53 ... Weight 55 ... Rod holder 55a ... Slit 57 ... Reinforcement material uniform arrangement jig suspension wire 57a ... Suspension lower wire 57b ... Suspension upper portion Wire L ... Aramid rod LW ... Weight for rod WL ... Wire for rod suspension

Claims (10)

内部に中空部を有する中空柱を立設した状態で、当該中空柱の補強を複数本の棒状の補強材により行うときの中空柱における補強材均等配置方法であって、
前記複数本の補強材を保持し分散配置させる補強材均等配置用治具を前記中空柱の側面に設けられた側面開口から挿入する補強材均等配置用治具挿入工程と、
前記補強材均等配置用治具を当該中空柱の中心位置に配置させる治具中心配置用治具を前記側面開口から挿入する治具中心配置用治具挿入工程と、
補強材均等配置用治具と治具中心配置用治具とを直行するように貫通する棒状の軸部材を介して補強材均等配置用治具と治具中心配置用治具とを連結する治具連結行程と、
を有して、前記補強材均等配置用治具の中心位置を治具中心配置用治具により当該中空柱の中心位置に配置させると共に前記複数の補強材を補強材均等配置用治具で均等に配置した後に、前記側面開口から充填材を投入して補強材を固定することを特徴とする中空柱における補強材均等配置方法。
In a state where a hollow column having a hollow portion is erected inside, the reinforcing material is uniformly arranged in the hollow column when reinforcing the hollow column with a plurality of rod-shaped reinforcing materials,
Reinforcement material uniform arrangement jig insertion step of inserting a reinforcement material uniform arrangement jig that holds and distributes the plurality of reinforcement materials from a side opening provided on a side surface of the hollow column;
A jig center placement jig insertion step of inserting a jig center placement jig for placing the reinforcing material uniform placement jig at the center position of the hollow column from the side opening;
A jig for connecting the reinforcing material uniform arrangement jig and the jig central arrangement jig through a rod-shaped shaft member that passes through the reinforcing material uniform arrangement jig and the jig central arrangement jig so as to be perpendicular to each other. The tool connection process,
And the center position of the reinforcing material uniform arrangement jig is arranged at the center position of the hollow column by the jig central arrangement jig, and the plurality of reinforcing materials are evenly arranged by the reinforcing material uniform arrangement jig. A reinforcing material equalizing method in a hollow column, wherein the reinforcing material is fixed by introducing a filler from the side opening after being arranged in the hollow column.
内部に中空部を有する中空柱を立設した状態で、当該中空柱の補強を行うときの中空柱における補強材均等配置方法であって、
立設した中空柱の側面に側面開口を形成する開口形成行程と、
前記側面開口から中空柱内部に複数本の棒状の補強材を挿入する補強材挿入工程と、
前記複数本の補強材を揺動自在の腕部に設けた保持部で保持し分散配置させる補強材均等配置用治具を前記腕部を折り畳んだ状態で前記側面開口から挿入する補強材均等配置用治具挿入工程と、
展開自在に設けられた腕部を展開することで前記補強材均等配置用治具を当該中空柱の中心位置に配置させる治具中心配置用治具を前記腕部を閉じた状態で前記側面開口から挿入し、前記補強材均等配置用治具の下方に配置する治具中心配置用治具挿入工程と、
補強材均等配置用治具と治具中心配置用治具とを直行するように貫通する軸部材を介して補強材均等配置用治具と治具中心配置用治具とを連結する治具連結行程と、
前記治具中心配置用治具の腕部を展開して補強材均等配置用治具の中心位置を当該中空柱の中心位置に配置させると共に前記補強材均等配置用治具の腕部を展開して保持部に保持される複数の補強材を均等に配置した後に、前記側面開口から充填材を投入して補強材を固定する補強材固定行程と、
前記側面開口を塞ぐ工程と、
を備えることを特徴とする中空柱における補強材均等配置方法。
In a state where a hollow column having a hollow portion is erected inside, a reinforcing material uniform arrangement method in the hollow column when reinforcing the hollow column,
An opening forming step of forming a side opening on the side surface of the standing hollow column;
A reinforcing material insertion step of inserting a plurality of rod-shaped reinforcing materials into the hollow column from the side opening;
Reinforcement material equal arrangement in which a reinforcing material equalizing jig for holding and distributing the plurality of reinforcement materials by a holding portion provided on a swingable arm portion is inserted from the side opening with the arm portion folded. Jig insertion process,
The side opening of the jig center arrangement jig that closes the arm part is arranged so that the reinforcing material uniform arrangement jig is arranged at the center position of the hollow column by unfolding the arm part provided so as to be unfoldable. A jig center placement jig insertion step to be inserted below and placed below the reinforcing material uniform placement jig,
Jig connection that connects the reinforcing material uniform arrangement jig and the jig central arrangement jig via a shaft member that passes through the reinforcing material uniform arrangement jig and the jig central arrangement jig in a straight line. The process,
The arm portion of the jig for centrally arranging the jig is arranged to deploy the center position of the jig for uniformly arranging the reinforcing material at the center position of the hollow column, and the arm of the jig for arranging the reinforcing material uniformly is developed. A reinforcing material fixing step in which a plurality of reinforcing materials held by the holding portion are evenly arranged and then the reinforcing material is fixed by introducing a filler from the side opening;
Clogging the side opening;
A method for uniformly arranging reinforcing members in a hollow column.
前記補強材均等配置用治具は展開自在に設けられた腕部を、当該補強材均等配置用治具が懸吊状態にあるとき折り畳み、懸吊状態が解除されるとその腕を展開することを特徴とする請求項2に記載の補強材均等配置方法。   The reinforcing material evenly arranged jig folds the arm portion provided in a freely deployable state when the reinforcing material evenly arranged jig is in a suspended state, and deploys the arm when the suspended state is released. The method for evenly arranging reinforcing members according to claim 2. 前記治具中心配置用治具は、腕部の自重で展開することを特徴とする請求項2または3のいずれかに記載の補強材均等配置方法。   4. The reinforcing material uniform arrangement method according to claim 2, wherein the jig center arrangement jig is developed by its own weight of an arm portion. 内部に中空部を有する中空柱を立設した状態で、当該中空柱の補強を複数本の棒状の補強材により行うときの中空柱における補強材均等配置用治具であって、
外周側に等間隔に複数の腕部の取り付け部を有する腕取り付け基部と、
この腕取り付け基部の腕部の取り付け部に取り付けられる複数の基部側腕部と、
この基部側腕部のそれぞれに揺動自在に連結されると共に前記補強材を保持する保持部を有する端部側腕部と、
外周側に等間隔に複数のおもり懸吊用ワイヤの取り付け部を有する懸吊用基部と、
この懸吊用基部のおもり懸吊用ワイヤの取り付け部に一端を掛止された懸吊用ワイヤの他端に端部側腕部の先端を経由して接続されるおもりと
を有することを特徴とする補強材均等配置用治具。
In a state where a hollow column having a hollow portion is erected inside, a reinforcing material equalizing jig in the hollow column when reinforcing the hollow column with a plurality of rod-shaped reinforcing materials,
An arm mounting base having a plurality of arm mounting portions at equal intervals on the outer peripheral side;
A plurality of base-side arm portions attached to the attachment portion of the arm portion of the arm attachment base portion;
An end side arm portion that is swingably connected to each of the base side arm portions and has a holding portion that holds the reinforcing material,
A suspension base having attachment portions of a plurality of weight suspension wires at equal intervals on the outer peripheral side;
The suspension base has a weight connected to the other end of the suspension wire whose one end is hooked to the attachment portion of the suspension wire via the tip of the end arm portion. Reinforcement material equal placement jig.
前記補強材均等配置用治具は展開自在に設けられた腕部を、当該補強材均等配置用治具が懸吊状態にあるとき折り畳み、懸吊状態が解除されるとその腕を展開することを特徴とする請求項5に記載の補強材均等配置用治具。   The reinforcing material evenly arranged jig folds the arm portion provided in a freely deployable state when the reinforcing material evenly arranged jig is in a suspended state, and deploys the arm when the suspended state is released. The reinforcing material uniform arrangement jig according to claim 5. 前記基部側腕部は、複数の板状部材で構成され、かつ該板状部材には長穴が設けられており、この複数の板状部材の構成を変更することで当該基部側腕部の腕長を変更することを特徴とする請求項5または6のいずれかに記載の補強材均等配置用治具。   The base side arm portion is composed of a plurality of plate-like members, and the plate-like member is provided with an elongated hole. By changing the configuration of the plurality of plate-like members, the base side arm portion of the base side arm portion is provided. Arm length is changed, The reinforcing material equal placement jig according to claim 5 or 6. 前記基部側腕部は、先端部分に端部側腕部の下向きの揺動を規制する突起部を有することを特徴とする請求項5乃至7のいずれかに記載の補強材均等配置用治具。   8. The jig for evenly arranging a reinforcing material according to claim 5, wherein the base side arm portion has a protruding portion for restricting downward swinging of the end side arm portion at a tip portion. . 前記端部側腕部は、さらに端部側上腕部と端部側下椀部により構成され、
前記端部側上腕部は、前記基部側腕部の先端部より若干腕取り付け基部寄りの位置で揺動自在に連結され、
前記端部側下椀部は、前記基部側腕部先端部分に設けられた端部側上腕部の下向きの揺動を規制する突起部に揺動自在に連結され、
前記おもり懸吊用ワイヤは一端を懸吊用基部に掛止し、他端を端部側上腕部の先端と端部側下椀部の先端とを経由しておもりに接続される
ことを特徴とする請求項5乃至8のいずれかに記載の補強材均等配置用治具。
The end side arm portion is further configured by an end side upper arm portion and an end side lower collar portion,
The end-side upper arm is swingably coupled at a position slightly closer to the arm mounting base than the distal end of the base-side arm,
The end side lower collar portion is swingably connected to a protrusion that regulates downward swing of the end side upper arm portion provided at the distal end portion of the base side arm portion,
The weight suspension wire has one end hooked to the suspension base and the other end connected to the weight via the tip of the end-side upper arm and the tip of the end-side lower collar. The jig for evenly arranging reinforcing members according to any one of claims 5 to 8.
前記端部側腕部は、その腕長が基部側腕部の腕長よりも長いことを特徴とする請求項5乃至8のいずれかに記載の補強材均等配置用治具。   9. The jig for evenly arranging reinforcing members according to claim 5, wherein the arm length of the end side arm portion is longer than the arm length of the base side arm portion.
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