JP2010230112A - Pipe drawing-out device for existing piping and pipe drawing-out method for existing piping - Google Patents

Pipe drawing-out device for existing piping and pipe drawing-out method for existing piping Download PDF

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JP2010230112A
JP2010230112A JP2009079547A JP2009079547A JP2010230112A JP 2010230112 A JP2010230112 A JP 2010230112A JP 2009079547 A JP2009079547 A JP 2009079547A JP 2009079547 A JP2009079547 A JP 2009079547A JP 2010230112 A JP2010230112 A JP 2010230112A
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existing pipe
existing
push
pipe
existing piping
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JP5456347B2 (en
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Takahisa Ozaki
能久 尾崎
Kazuyuki Awashima
一幸 淡島
Naoki Kidera
直樹 木寺
Kimihiko Tsutsumi
公彦 堤
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AWASHIMA SETSUBI KK
SAIKYU KOGYO CO Ltd
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AWASHIMA SETSUBI KK
SAIKYU KOGYO CO Ltd
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a pipe drawing-out device for existing piping and a pipe drawing-out method for existing piping which eliminate noise during chipping work, prevent the production of concrete splinters and dust, and allows existing piping to be easily and surely drawn out of a through-hole of an existing building such as concrete slab and wall. <P>SOLUTION: The pipe drawing-out device 10 of existing piping which is employed to draw upward out of the structural portion 101 the existing piping T arranged so as to pass through a structural portion 101 of a building and having a lower end cut off, is equipped with an existing piping connection tool 11 having one end detachably mounted with respect to a cut-off end T1 of the existing piping T and pushing-up operation part 12 keeping a lower end with respect to a base 102 situated at the lower part of the structural portion, and drawing the existing piping T upward out of the structural portion 101 by pushing up the existing piping connection tool 11 in a state that a top end detachably holds the other end of the existing piping connection tool 11. <P>COPYRIGHT: (C)2011,JPO&INPIT

Description

本発明は、既設配管の抜管装置および既設配管の抜管方法に関し、特に既存建物に設けられた給排水用の衛生設備配管や空調用配管あるいはガス配管等の既設配管を建物から上方に抜くための既設配管の抜管装置および既設配管の抜管方法に関するものである。   TECHNICAL FIELD The present invention relates to an existing pipe extracting device and an existing pipe extracting method, and more particularly to an existing pipe for removing existing pipes such as sanitary equipment pipes, air conditioning pipes, gas pipes, etc. The present invention relates to a pipe draining device and an existing pipe draining method.

既存建物における老朽化した既設配管を新たな配管に取り替える更新工事をする場合には、コンクリートスラブや壁等を貫通している既設配管を貫通穴から抜き取り、既設配管を抜き取った後にコンクリートスラブや壁等にできた貫通穴に対して新たな配管を通して接続することが行われている。   In case of renewal work that replaces old piping in an existing building with new piping, the existing piping penetrating the concrete slab or wall is extracted from the through hole, and then the existing piping is extracted and then the concrete slab or wall is removed. Connecting through a new pipe to a through hole made in the same manner has been performed.

また、コンクリートスラブや壁等に埋まっている既設配管をそのまま抜き取ることなく残して切断して、この切断により残された既設配管の部分の中に、この既設配管の内径よりも外径の小さな新たな配管を挿入して、短時間で既設配管の更新を行う方法が開示されている(特許文献1を参照。)   In addition, the existing pipe buried in the concrete slab or wall is cut without leaving it, and the existing pipe part left by this cutting has a new outer diameter smaller than the inner diameter of the existing pipe. A method of inserting existing piping and updating existing piping in a short time is disclosed (see Patent Document 1).

特開2005−214376号公報JP-A-2005-214376

しかし、このように既設配管の更新作業をする場合には、コンクリートスラブや壁に埋まっている既設配管を抜き取るために、既設配管の埋設部分の周囲のコンクリートや壁および既設配管の周囲に充填されているモルタルを、エアー掘削器等を用いてハツリ作業を行った後で、既設配管を切断して抜き取らなければならず、ハツリ作業の騒音が大きく、コンクリートのガラや塵埃が多量に発生するおそれがある。   However, when renewing existing pipes in this way, in order to extract existing pipes buried in concrete slabs and walls, the concrete and walls around the buried parts of existing pipes are filled around the existing pipes. After chopping the mortar using an air excavator, etc., the existing piping must be cut and removed, which may cause a lot of noise during the chopping work and generate a lot of concrete dust and dust. There is.

また、切断により残された既設配管の部分の中にこの既設配管の内径よりも外径の小さな新たな配管を挿入する場合には、騒音問題やガラや塵埃が多量に発生することはない。しかし、外径の小さい新たな配管を既設配管に対して挿入することから、既設配管の内径に比べて新たな配管の内径は小さくなるので、新たな配管内に通る水や空気あるいはガスの流量が低下する。従って、新たな配管の内径をできるだけ大きくして、新しい配管内に通る水や空気あるいはガスの流量を落とさないようにして、既設配管と新たな配管とが同じ流体供給能力を発揮できるようにするために、新たな配管の肉厚をできるだけ薄くすることが必要となる。このため、新たな配管の材質は例えばステンレス配管を用いなければならないという制約が生じる。   Further, when a new pipe having an outer diameter smaller than the inner diameter of the existing pipe is inserted into the existing pipe portion left by cutting, no noise problem, large amount of dust or dust is generated. However, since a new pipe with a smaller outer diameter is inserted into the existing pipe, the inner diameter of the new pipe is smaller than the inner diameter of the existing pipe, so the flow rate of water, air, or gas that passes through the new pipe Decreases. Therefore, the inner diameter of the new pipe is made as large as possible so that the flow rate of water, air, or gas passing through the new pipe is not reduced, so that the existing pipe and the new pipe can exhibit the same fluid supply capability. Therefore, it is necessary to make the thickness of the new pipe as thin as possible. For this reason, the restriction | limiting that the material of new piping must use stainless steel piping, for example arises.

そこで、上記課題を解消するために、本発明は、ハツリ作業の騒音を無くし、コンクリートのガラや塵埃の発生を防いで、既設配管をコンクリートスラブや壁等の既設建物の貫通穴から容易にかつ確実に抜管することできる既設配管の抜管装置および既設配管の抜管方法を提供することを目的とする。   Therefore, in order to solve the above-mentioned problems, the present invention eliminates the noise of crushing work, prevents the generation of concrete dust and dust, makes it easy to connect the existing piping from the through-holes of existing buildings such as concrete slabs and walls. An object of the present invention is to provide an existing pipe extracting apparatus and an existing pipe extracting method capable of reliably extracting pipes.

前記課題は、本発明によれば、建物の構造部分に貫通して配置されて下端部が切断された既設配管を、前記構造部分から上方に抜くための既設配管の抜管装置であって、前記既設配管の切断端部に対して一端部が着脱可能に装着される既設配管接続具と、前記構造部分の下部にある基部に対して下端部が配置され、上端部が前記既設配管接続具の他端部を着脱可能に保持して、前記既設配管接続具を押し上げて前記既設配管を前記構造部分から上方に抜くための押上操作部と、を備えることを特徴とする既設配管の抜管装置により達成される。   According to the present invention, the subject is an existing pipe evacuation device for pulling upward an existing pipe arranged through a structural part of a building and having a lower end cut off from the structural part, An existing pipe connector having one end detachably attached to a cut end of an existing pipe, and a lower end portion is disposed with respect to a base portion at a lower portion of the structure portion, and an upper end portion of the existing pipe connector An extruding device for an existing pipe, comprising: a push-up operation unit for holding the other end detachably and pushing up the existing pipe connector to pull the existing pipe upward from the structural part. Achieved.

前記構成によれば、既設配管の切断端部に対して一端部が着脱可能に装着される既設配管接続具と、構造部分の下部にある基部に対して下端部が配置され、上端部が既設配管接続具の他端部を着脱可能に保持して、既設配管接続具を押し上げて既設配管を構造部分から上方に抜くための押上操作部と、を備えているので、ハツリ作業の騒音を無くし、コンクリートのガラや塵埃の発生を防いで、既設配管をコンクリートスラブや壁等の既設建物の貫通穴から容易にかつ確実に抜管することできる。   According to the said structure, a lower end part is arrange | positioned with respect to the existing piping connection tool with which one end part is detachably mounted with respect to the cutting | disconnection edge part of existing piping, and the lower part of a structure part, and an upper end part is already installed. It has a push-up operation part for holding the other end of the pipe connector detachably and pushing up the existing pipe connector to pull the existing pipe upward from the structure. Thus, it is possible to prevent the occurrence of concrete dust and dust, and to easily and surely remove the existing pipe from the through hole of the existing building such as the concrete slab or the wall.

好ましくは、前記既設配管接続具は、前記既設配管の切断端部に対して嵌め込んで装着される上端装着部を有する既設配管押出部材と、前記既設配管押出部材の下端装着部に嵌め込んで接続される上端部と、前記押上操作部の上部に対して接続される下端部を有する受け継ぎ部材と、を有することを特徴とする既設配管の抜管装置である。   Preferably, the existing pipe connector is fitted into an existing pipe push-out member having an upper end fitting portion fitted and attached to a cut end portion of the existing pipe, and a lower end fitting portion of the existing pipe push-out member. An extubation device for an existing pipe, comprising: an upper end portion to be connected; and a joint member having a lower end portion connected to an upper portion of the push-up operation portion.

前記構成によれば、既設配管接続具は、既設配管の切断端部に対して嵌め込んで装着される上端装着部を有する既設配管押出部材と、既設配管押出部材の下端装着部に嵌め込んで接続される上端部と、押上操作部の上部に対して接続される下端部を有する受け継ぎ部材と、を有する。これにより、既設配管押出部材の直径を既設配管の切断端部に合わせて選択することで、確実に既設配管の切断端部に対して接続できる。また、既設配管押出部材の長さを変えることで、異なる階高に対応して既設配管の抜管作業をすることができる。   According to the above configuration, the existing pipe connector is fitted into the existing pipe push-out member having the upper end fitting part fitted into the cut end of the existing pipe and fitted into the lower end fitting part of the existing pipe push-out member. An upper end portion to be connected; and a joint member having a lower end portion connected to an upper portion of the push-up operation portion. Thereby, it can connect with respect to the cutting end part of existing piping reliably by selecting the diameter of the existing piping extrusion member according to the cutting end part of existing piping. In addition, by changing the length of the existing piping push-out member, it is possible to perform the pipe extraction work of the existing piping corresponding to different floor heights.

好ましくは、前記押上操作部は、前記基部に対して立てて配置されるサポート部材と、前記サポート部材の上端部と前記既設配管接続具の他端部の間に配置されて、前記既設配管接続具を押し上げて前記既設配管を前記構造部分から抜くためのジャッキ部材と、を有することを特徴とする既設配管の抜管装置である。   Preferably, the push-up operation portion is disposed between the support member arranged upright with respect to the base portion, the upper end portion of the support member and the other end portion of the existing pipe connector, and the existing pipe connection And a jack member for pulling up the existing pipe and pulling out the existing pipe from the structural portion.

前記構成によれば、押上操作部は、基部に対して立てて配置されるサポート部材と、サポート部材の上端部と既設配管接続具の他端部の間に配置されて、既設配管接続具を押し上げて既設配管を構造部分から抜くためのジャッキ部材と、を有するので、既設配管は、ジャッキ部材の力を用いて構造部分から上方に簡単に確実に抜くことができる。   According to the above-described configuration, the push-up operation unit is disposed between the support member arranged upright with respect to the base, the upper end portion of the support member, and the other end portion of the existing pipe connector, and the existing pipe connector is And a jack member for pushing up and removing the existing piping from the structural portion. Therefore, the existing piping can be easily and reliably pulled upward from the structural portion using the force of the jack member.

好ましくは、前記ジャッキ部材は、前記サポート部材に接続され、操作部を回転することで前記サポート部材に対して上方移動して前記既設配管接続具を押し上げて前記既設配管を前記構造部分から抜く構成となっていることを特徴とする既設配管の抜管装置である。   Preferably, the jack member is connected to the support member, and rotates upward with respect to the support member by rotating an operation unit to push up the existing pipe connector and pull out the existing pipe from the structural portion. It is the extubation device of the existing piping characterized by becoming.

前記構成によれば、ジャッキ部材は、サポート部材に接続され、操作部を回転することで前記サポート部材に対して上方移動して既設配管接続具を押し上げて既設配管を構造部分から抜く構成となっているので、既設配管は、ジャッキ部材の力を用いて構造部分から上方に容易に確実に抜くことができる。   According to the above configuration, the jack member is connected to the support member, and is configured to move upward with respect to the support member by rotating the operation unit to push up the existing pipe connection tool and remove the existing pipe from the structural portion. Therefore, the existing piping can be easily and reliably pulled upward from the structural portion using the force of the jack member.

好ましくは、前記建物の前記構造部分はコンクリートスラブであり、前記建物の前記基部は前記スラブの下側に位置する別のコンクリートスラブであることを特徴とする既設配管の抜管装置である。   Preferably, the structural part of the building is a concrete slab, and the base of the building is another concrete slab located on the lower side of the slab.

前記構成によれば、建物の前記構造部分はコンクリートスラブであり、建物の基部はスラブの下側に位置する別のコンクリートスラブであるので、構造部分がコンクリートスラブであっても、既設配管は上方に向けて簡単に確実に抜くことができる。   According to the said structure, since the said structural part of a building is a concrete slab and the base of a building is another concrete slab located in the lower side of a slab, even if a structural part is a concrete slab, existing piping is upward Can be easily and securely pulled out.

前記課題は、本発明によれば、建物の構造部分に貫通して配置されて下端部が切断された既設配管を、前記構造部分から上方に抜くための既設配管の抜管方法であって、既設配管接続具の一端部が、前記既設配管の切断端部に対して着脱可能に装着され、押上操作部の下端部が、前記構造部分の下部にある基部に対して配置され、前記押上操作部の上端部が前記既設配管接続具の他端部を着脱可能に保持して、前記押上操作部の操作により前記既設配管接続具を押し上げて前記既設配管を前記構造部分から上方に抜くことを特徴とすることを特徴とする既設配管の抜管方法により達成される。   According to the present invention, the subject is a method of extracting an existing pipe for pulling upward an existing pipe arranged through a structural part of a building and having a lower end cut off from the structural part. One end portion of the pipe connector is detachably attached to the cut end portion of the existing pipe, and the lower end portion of the push-up operation portion is disposed with respect to the base portion at the lower portion of the structure portion, and the push-up operation portion The other end of the existing pipe connector is detachably held by the upper end of the existing pipe connector, and the existing pipe connector is pushed up by the operation of the push-up operation unit to pull the existing pipe upward from the structural portion. This is achieved by a method of extracting the existing piping.

前記構成によれば、既設配管接続具の一端部が、既設配管の切断端部に対して着脱可能に装着され、押上操作部の下端部が、構造部分の下部にある基部に対して配置され、押上操作部の上端部が既設配管接続具の他端部を着脱可能に保持して、押上操作部の操作により既設配管接続具を押し上げて既設配管を構造部分から上方に抜く。これにより、ハツリ作業の騒音を無くし、コンクリートのガラや塵埃の発生を防いで、既設配管をコンクリートスラブや壁等の既設建物の貫通穴から容易にかつ確実に抜管することできる。   According to the above configuration, one end of the existing pipe connector is detachably attached to the cut end of the existing pipe, and the lower end of the push-up operation part is disposed with respect to the base at the lower part of the structure part. The upper end portion of the push-up operation portion holds the other end portion of the existing pipe connector detachably, and the existing pipe connector is pushed up by the operation of the push-up operation portion, and the existing pipe is pulled upward from the structural portion. This eliminates the noise of chipping work, prevents the generation of concrete dust and dust, and allows the existing piping to be easily and reliably extracted from the through-holes of the existing building such as concrete slabs and walls.

本発明は、ハツリ作業の騒音を無くし、コンクリートのガラや塵埃の発生を防いで、既設配管をコンクリートスラブや壁等の既設建物の貫通穴から容易にかつ確実に抜管することできる既設配管の抜管装置および既設配管の抜管方法を提供することができるという利点がある。   The present invention eliminates the noise of chipping work, prevents the generation of concrete dust and dust, and allows the existing piping to be easily and reliably extracted from the through-holes of existing buildings such as concrete slabs and walls. There is an advantage that an apparatus and a method of extracting a pipe existing can be provided.

本発明の既設配管の抜管装置の好ましい実施の形態を示している正面図である。1 is a front view showing a preferred embodiment of an existing pipe extracting device of the present invention. 図1の既設配管の抜管装置を示す斜視図である。It is a perspective view which shows the tube extraction apparatus of the existing piping of FIG. 図1の既設配管の抜管装置の一部を省略し拡大して示す正面図である。It is a front view which abbreviate | omits and shows a part of extracting apparatus of the existing piping of FIG. 図1の既設配管の抜管装置の一部をさらに拡大して示す分解図である。It is an exploded view which expands and further shows a part of the pipe extraction apparatus of the existing piping of FIG. ジャッキ部材の一例を示す図である。It is a figure which shows an example of a jack member. 既設配管を上部スラブから抜管する様子を示す図である。It is a figure which shows a mode that the existing piping is extracted from an upper slab. 本発明の別の実施の形態を示す正面図である。It is a front view which shows another embodiment of this invention. 押上操作部の構造例を示す一部断面を有する正面図である。It is a front view which has a partial cross section which shows the structural example of a push-up operation part.

以下に、本発明の好ましい実施形態を、図面を参照して詳しく説明する。
図1は、本発明の既設配管の抜管装置の好ましい実施の形態を示している正面図である。図2は、図1の既設配管の抜管装置を示す斜視図であり、図3は、図1の既設配管の抜管装置の一部を省略し拡大して示す正面図である。図4は、図1の既設配管の抜管装置の一部をさらに拡大して示す分解図である。
図1に示す既設配管の抜管装置10は、既存建物100に構造部分のパイプシャフトPSに貫通して上下方向に沿って配置されて、下端部が切断された既設配管Tを構造部分から上方に向けて抜くための装置である。既設配管の抜管装置10は、既設配管接続具11と、押上操作部12と、を備える。
Hereinafter, preferred embodiments of the present invention will be described in detail with reference to the drawings.
FIG. 1 is a front view showing a preferred embodiment of an existing pipe extracting device of the present invention. FIG. 2 is a perspective view showing the existing pipe extracting device of FIG. 1, and FIG. 3 is an enlarged front view showing a part of the existing piping extracting device of FIG. FIG. 4 is an exploded view showing a part of the existing pipe extracting device of FIG.
The existing pipe extracting device 10 shown in FIG. 1 passes through the pipe shaft PS of the structural part in the existing building 100 and is arranged along the vertical direction, and the existing pipe T with the lower end cut off from the structural part upward. It is a device for pulling out. The existing pipe extracting device 10 includes an existing pipe connector 11 and a push-up operation unit 12.

図1〜図3に示すように、本実施の形態における既存建物は、例えばコンクリート構造の集合住宅を例に示している。既設配管の抜管装置10は、既設建物の上部スラブ101と下部スラブ102の間に垂直方向CLに沿って設定されている。上部スラブ101と下部スラブ102は既存建物100の構造部分であり、下部スラブ102は、既設配管の抜管装置10を設置するための基部に相当する。抜管作業対象となる既設配管Tは、一例として給排水管である。上部スラブ101と下部スラブ102の階高は、例えば2600mmであり、上部スラブ101と下部スラブ102の厚みは、例えば150mmである。   As shown in FIGS. 1-3, the existing building in this Embodiment has shown the apartment house of a concrete structure, for example. The existing pipe extracting device 10 is set along the vertical direction CL between the upper slab 101 and the lower slab 102 of the existing building. The upper slab 101 and the lower slab 102 are structural parts of the existing building 100, and the lower slab 102 corresponds to a base for installing the existing pipe extracting device 10. As an example, the existing pipe T that is the target of the pipe extraction work is a water supply / drainage pipe. The floor height of the upper slab 101 and the lower slab 102 is, for example, 2600 mm, and the thickness of the upper slab 101 and the lower slab 102 is, for example, 150 mm.

図1〜図3に示す既設配管接続具11の一端部は、既設配管Tの切断端部T1に着脱可能に装着され、既設配管接続具11の他端部は、押上操作部12の上端部に着脱可能に装着される。押上操作部12の下端部は、構造部分の下部にある基部に対して配置され、押上操作部12の上端部は、既設配管接続具11の他端部を着脱可能に保持して、既設配管接続具11を押し上げて既設配管Tを構造部分から上方へ抜くための部分である。
図2と図3に示すように、既設配管Tは、上部スラブ101の貫通穴120に嵌め込まれている。既設配管Tは例えば鋼管であり、既設配管Tの周囲には、防食テープ121が巻かれており、しかも防食テープ121と貫通穴120の内周面との間にはモルタル122が充填されている。既設配管Tは、上部スラブ101よりも下側の部分が予め切断されており、切断端部T1になっている。
1-3, one end of the existing pipe connector 11 is detachably attached to the cut end T1 of the existing pipe T, and the other end of the existing pipe connector 11 is the upper end of the push-up operation unit 12. Removably attached to the. The lower end part of the push-up operation part 12 is arranged with respect to the base part at the lower part of the structure part, and the upper end part of the push-up operation part 12 holds the other end part of the existing pipe connector 11 in a detachable manner. This is a part for pushing up the connection tool 11 and pulling the existing pipe T upward from the structural part.
As shown in FIGS. 2 and 3, the existing pipe T is fitted in the through hole 120 of the upper slab 101. The existing pipe T is, for example, a steel pipe. An anticorrosion tape 121 is wound around the existing pipe T, and a mortar 122 is filled between the anticorrosion tape 121 and the inner peripheral surface of the through hole 120. . The existing pipe T is cut in advance at a lower part than the upper slab 101, and becomes a cut end T1.

図3と図4に示すように、既設配管接続具11は、円筒パイプ状の既設配管押出部材20と、円筒パイプ状の受け継ぎ部材30とから構成されている。既設配管押出部材20は、細径の上端装着部21と、細径の下端装着部22を有する。上端装着部21は既設配管Tの切断端部T1に対して嵌め込んで装着される。この既設配管押出部材20は、既設配管Tの切断端部T1のサイズに合わせて用いられ、既設配管押出部材20は既設配管Tの切断端部T1と受け継ぎ部材30とを繋ぐ治具の役割を果たす。   As shown in FIGS. 3 and 4, the existing pipe connector 11 includes a cylindrical pipe-shaped existing pipe push-out member 20 and a cylindrical pipe-shaped joint member 30. The existing pipe pushing member 20 has a thin upper end mounting portion 21 and a thin lower end mounting portion 22. The upper end mounting portion 21 is mounted by being fitted to the cut end portion T1 of the existing pipe T. The existing pipe pushing member 20 is used in accordance with the size of the cutting end T1 of the existing pipe T, and the existing pipe pushing member 20 serves as a jig for connecting the cutting end T1 of the existing pipe T and the inheriting member 30. Fulfill.

受け継ぎ部材30は、上端部31と下端部32を有する。上端部31は、既設配管押出部材20の下端装着部22に着脱可能に嵌め込んで接続される部分である。下端部32は、押上操作部12の上部に対して着脱可能に接続される。
図1と図2に示すように、押上操作部12は、サポート部材41と、ジャッキ部材42とを有する。サポート部材41は、基部である下部スラブ102に対して中心軸CLに沿って立てて配置される。ジャッキ部材42は、サポート部材41に着脱可能に固定され、操作部44を操作することでサポート部材41に対して上移動して既設配管接続具11をZ1方向(図1参照)に押し上げて、既設配管Tを構造部分である上部スラブ101の貫通穴120から上方に抜くための部分である。
The connecting member 30 has an upper end portion 31 and a lower end portion 32. The upper end portion 31 is a portion that is detachably fitted to and connected to the lower end mounting portion 22 of the existing pipe pushing member 20. The lower end 32 is detachably connected to the upper part of the push-up operation unit 12.
As shown in FIGS. 1 and 2, the push-up operation unit 12 includes a support member 41 and a jack member 42. The support member 41 is arranged upright along the central axis CL with respect to the lower slab 102 which is the base. The jack member 42 is detachably fixed to the support member 41. By operating the operation unit 44, the jack member 42 moves upward with respect to the support member 41 to push up the existing pipe connector 11 in the Z1 direction (see FIG. 1). This is a part for removing the existing pipe T upward from the through hole 120 of the upper slab 101 which is a structural part.

サポート部材41としては、例えば型枠用のパイプサポートを用いることができる。サポート部材41は下部フランジ部41Bと上部フランジ部41Cを有する。このサポート41の長さは、例えば900〜1400mmのものを採用できる。ジャッキ部材42は、図5に示すように、一例として油圧ジャッキであり、揚重能力は例えば10トンである。ジャッキ部材42は、本体部43とハンドル44を有しており、作業者がハンドル44を手動操作することにより、本体部43の押圧シリンダー部材45がZ1方向に押し上げられるようになっている。図4に示すように、ジャッキ部材42の押圧シリンダー部材45と受け継ぎ部材30の下端部32との間は、受け部材47を介して連結されている。   As the support member 41, for example, a pipe support for a formwork can be used. The support member 41 has a lower flange portion 41B and an upper flange portion 41C. The length of the support 41 can be, for example, 900 to 1400 mm. As shown in FIG. 5, the jack member 42 is a hydraulic jack as an example, and the lifting capacity is, for example, 10 tons. The jack member 42 has a main body portion 43 and a handle 44, and when an operator manually operates the handle 44, the pressing cylinder member 45 of the main body portion 43 is pushed up in the Z1 direction. As shown in FIG. 4, the pressing cylinder member 45 of the jack member 42 and the lower end portion 32 of the connecting member 30 are connected via a receiving member 47.

次に、上述した既設配管の抜管装置10を組み立てて既設配管Tを上部スラブ101から抜管する方法について説明する。なお、図6は、既設配管Tを上部スラブ101から抜管する様子を示す図である。
図1と図2に示すように、作業者は既設配管の抜管装置10を次のようにして組み立てる。作業者は、下部スラブ102上にサポート部材41の下部フランジ部41Bを置いて、サポート部材41を中心軸CLに沿って垂直になるように立てる。作業者は、サポート部材41の上部フランジ部41Cの上にジャッキ部材42を固定する。
Next, a method for assembling the above-described existing pipe extracting device 10 and extracting the existing pipe T from the upper slab 101 will be described. FIG. 6 is a view showing a state where the existing pipe T is extracted from the upper slab 101.
As shown in FIGS. 1 and 2, the operator assembles the existing pipe extracting device 10 as follows. The operator places the lower flange portion 41B of the support member 41 on the lower slab 102, and stands the support member 41 so as to be vertical along the central axis CL. The operator fixes the jack member 42 on the upper flange portion 41 </ b> C of the support member 41.

一方、既設配管Tは、上部スラブ101の下側の位置で切断工具を用いて切断されて切断端部T1が形成される。既設配管押出部材20の上端装着部21は、既設配管Tの切断端部T1内に嵌め込んで装着される。この既設配管押出部材20は、既設配管Tの切断端部T1のサイズに合わせて用いられ、既設配管Tの切断端部T1と受け継ぎ部材30とを繋ぐ治具の役割を果たす。しかも、受け継ぎ部材30の上端部31は、既設配管押出部材20の下端装着部22内に着脱可能に嵌め込んで接続される。下端部32は、押上操作部12の押圧シリンダー部材45に対して、受け部材47を介して連結され着脱可能に接続される。
これにより、既設配管接続具11と押上操作部12は、既設配管Tの切断端部T1と下部スラブ102の間で、中心軸CLを中心として、Z1方向に立てて配置することができる。
On the other hand, the existing pipe T is cut with a cutting tool at a position below the upper slab 101 to form a cut end T1. The upper end mounting portion 21 of the existing pipe pushing member 20 is fitted into the cut end T1 of the existing pipe T and mounted. The existing pipe push-out member 20 is used in accordance with the size of the cut end T1 of the existing pipe T, and serves as a jig for connecting the cut end T1 of the existing pipe T and the joint member 30. Moreover, the upper end portion 31 of the joint member 30 is detachably fitted into and connected to the lower end mounting portion 22 of the existing pipe pushing member 20. The lower end 32 is connected to the pressing cylinder member 45 of the push-up operation unit 12 via a receiving member 47 so as to be detachable.
Thereby, the existing pipe connection tool 11 and the push-up operation part 12 can be arranged upright in the Z1 direction around the central axis CL between the cut end T1 of the existing pipe T and the lower slab 102.

次に、作業者は、図5に示すハンドル44を手動操作することにより、本体部43の押圧シリンダー部材45がZ1方向(図1参照)に押し上げられるので、図6(A)〜図6(B)に示すように、既設配管Tの切断端部T1が上部スラブ101の貫通穴120のモルタル122からZ1方向に容易に確実に抜くことができる。このように、既設配管Tを上部スラブ101の貫通穴120のモルタル122から抜管作業をする際に、従来必要であった上部スラブ101やモルタル122のハツリ作業が不要で騒音を無くすことができ、コンクリートのガラや塵埃の発生を防いで、既設配管Tをコンクリートスラブの貫通穴120から容易にかつ確実に抜管できる。   Next, by manually operating the handle 44 shown in FIG. 5, the operator pushes up the pressing cylinder member 45 of the main body 43 in the Z1 direction (see FIG. 1), so that FIGS. As shown in B), the cut end T1 of the existing pipe T can be easily and reliably pulled out from the mortar 122 of the through hole 120 of the upper slab 101 in the Z1 direction. In this way, when extubating the existing pipe T from the mortar 122 of the through hole 120 of the upper slab 101, it is possible to eliminate the noise of the upper slab 101 and the mortar 122 that have been conventionally required, and to eliminate noise. It is possible to easily and surely remove the existing pipe T from the through-hole 120 of the concrete slab while preventing generation of concrete dust and dust.

既設配管Tが鋼管である場合には、図1と図2に示すように、防食テープとモルタルが介在されているので、鋼管の既設配管Tは、例えば防食テープが不要な塩化ビニル製の既設配管Tに比べて抜く力が大きくなるが、このように鋼管の既設配管Tであっても容易に抜くことができる。
また、既設配管Tの切断端部T1が上部スラブ101の貫通穴120のモルタル122からZ1方向(上方)に向けて抜くことができるので、抜いた既設配管Tが落下することが無く、抜管作業の際の安全性を確保できる。
既設配管Tは、ジャッキ部材42を用いて所定の範囲内の力で上に押してスラブの貫通穴120から抜くので、スラブのモルタルを破壊せずに抜くことができるので、新たな配管をスラブの貫通穴120に対して確実に挿入することができる。
長さの異なる既設配管接続具11を用意することで、階高Sの大きさに合わせて確実に既設配管Tの抜管作業を行うことができる。
When the existing pipe T is a steel pipe, as shown in FIGS. 1 and 2, since the anticorrosion tape and the mortar are interposed, the existing pipe T of the steel pipe is, for example, an existing made of vinyl chloride that does not require the anticorrosion tape. Although the pulling force is larger than that of the pipe T, even the existing pipe T of the steel pipe can be easily pulled out.
Further, since the cut end portion T1 of the existing pipe T can be pulled out from the mortar 122 of the through hole 120 of the upper slab 101 in the Z1 direction (upward), the extracted existing pipe T is not dropped, and the pipe is removed. Safety can be ensured.
Since the existing pipe T is pushed upward with a force within a predetermined range using the jack member 42 and pulled out from the through hole 120 of the slab, the mortar of the slab can be pulled out without breaking, so a new pipe can be removed from the slab. The through hole 120 can be reliably inserted.
By preparing the existing pipe connectors 11 having different lengths, the existing pipe T can be reliably pulled out in accordance with the size of the floor height S.

次に、図7と図8を参照して、本発明の別の実施の形態を説明する。
図7は、本発明の別の実施の形態を示す正面図であり、図8は、押上操作部12Bの構造例を示す一部断面を有する正面図である。
図7に示す本発明の実施の形態が、図1に示す本発明の実施の形態と異なるのは、次の点であり、その他の要素については実質的に同じであるので、同じ符号を記してその説明を省略する。
Next, another embodiment of the present invention will be described with reference to FIGS.
FIG. 7 is a front view showing another embodiment of the present invention, and FIG. 8 is a front view having a partial cross section showing a structural example of the push-up operation unit 12B.
The embodiment of the present invention shown in FIG. 7 is different from the embodiment of the present invention shown in FIG. 1 in the following points, and the other elements are substantially the same. The description is omitted.

図7に示す本発明の実施の形態では、押上操作部12Bの構造が異なる。押上操作部12Bは、図8に示すように、円筒パイプ状のサポート部材151と、円筒パイプ状のジャッキ部材152を有する。サポート部材151は、下部フランジ部154を有しており、サポート部材151の下部フランジ部154は、基部である下部スラブ102に対して立てて配置される。ジャッキ部材152は、上部フランジ部153を有しており、上部フランジ部153は、受け継ぎ部材30の下端部32が着脱可能に連結される。   In the embodiment of the present invention shown in FIG. 7, the structure of the push-up operation unit 12B is different. As illustrated in FIG. 8, the push-up operation unit 12 </ b> B includes a cylindrical pipe-shaped support member 151 and a cylindrical pipe-shaped jack member 152. The support member 151 has a lower flange portion 154, and the lower flange portion 154 of the support member 151 is arranged upright with respect to the lower slab 102 that is a base portion. The jack member 152 has an upper flange portion 153, and the lower end portion 32 of the joint member 30 is detachably connected to the upper flange portion 153.

ジャッキ部材152の構造例を図8に示しており、操作部155はハンドル156を有している。操作部155はジャッキ部材152に対して固定されている。ジャッキ部材152は、オネジ部157を有している。これに対して、サポート部材151の内側にはメネジ部158が形成されており、オネジ部157はメネジ部158に噛み合っている。これにより、作業者がハンドル156を持って操作部155を、中心軸CLを中心にして回転することで、ジャッキ部材152はサポート部材151に対してZ1方向に上昇したりZ2方向に下降することができる。 An example of the structure of the jack member 152 is shown in FIG. 8, and the operation unit 155 has a handle 156. The operation unit 155 is fixed to the jack member 152. The jack member 152 has a male screw portion 157. On the other hand, an internal thread 158 is formed inside the support member 151, and the external thread 157 is engaged with the internal thread 158. As a result, when the operator holds the handle 156 and rotates the operation unit 155 around the central axis CL, the jack member 152 rises in the Z1 direction or descends in the Z2 direction with respect to the support member 151. Can do.

ところで、本発明は上記実施形態に限定されず、種々の変形例を採用することができる。抜管作業対象となる既設配管は、一例として給排水管であるが、これに限らず、空調用配管あるいはガス配管等であっても良く、既設配管の太さや材質にも特に限定されない。既設配管Tが挿入して固定されている建物部分は、コンクリートスラブだけでなく壁等であっても良く、特に限定されない。
既存建物としては、集合住宅以外の用途の建物であっても良い。既設配管接続具11の円筒パイプ状の既設配管押出部材20と円筒パイプ状の受け継ぎ部材30は、別々の部材ではなく一本の円筒パイプ状の部材であっても良い。
By the way, this invention is not limited to the said embodiment, A various modified example is employable. The existing piping that is the object of the pipe extraction work is, for example, a water supply / drainage pipe, but is not limited thereto, and may be an air conditioning pipe or a gas pipe, and is not particularly limited to the thickness or material of the existing pipe. The building part into which the existing pipe T is inserted and fixed may be not only a concrete slab but also a wall, and is not particularly limited.
The existing building may be a building other than the apartment house. The existing pipe pushing member 20 and the cylindrical pipe-shaped joining member 30 of the existing pipe connector 11 may be a single cylindrical pipe-like member instead of separate members.

10・・・既設配管の抜管装置、11・・・既設配管接続具、12,12B・・・押上操作部、20・・・既設配管押出部材、21・・・上端装着部、22・・・下端装着部、30・・・受け継ぎ部材、31・・・上端部、32・・・下端部、41・・・サポート部材、41B・・・下部フランジ部、41C・・・上部フランジ部、42・・・ジャッキ部材、43・・・本体部、44・・・ハンドル、47・・・受け部材、100・・・既存建物、101・・・上部スラブ、102・・・下部スラブ、102・・・上部スラブの貫通穴、120・・・貫通穴、CL・・・垂直方向、T・・・既設配管T、T1・・・切断端部   DESCRIPTION OF SYMBOLS 10 ... Existing pipe extracting device, 11 ... Existing pipe connector, 12, 12B ... Push-up operation part, 20 ... Existing pipe pushing member, 21 ... Upper end mounting part, 22 ... Lower end mounting portion, 30 ... transmission member, 31 ... upper end portion, 32 ... lower end portion, 41 ... support member, 41B ... lower flange portion, 41C ... upper flange portion, 42. ..Jack member, 43... Main body, 44 .. handle, 47 .. receiving member, 100... Existing building, 101 .. upper slab, 102. Through hole of upper slab, 120 ... through hole, CL ... vertical direction, T ... existing pipe T, T1 ... cut end

Claims (6)

建物の構造部分に貫通して配置されて下端部が切断された既設配管を、前記構造部分から上方に抜くための既設配管の抜管装置であって、
前記既設配管の切断端部に対して一端部が着脱可能に装着される既設配管接続具と、
前記構造部分の下部にある基部に対して下端部が配置され、上端部が前記既設配管接続具の他端部を着脱可能に保持して、前記既設配管接続具を押し上げて前記既設配管を前記構造部分から上方に抜くための押上操作部と、
を備えることを特徴とする既設配管の抜管装置。
An existing pipe exhausting device for extracting an existing pipe arranged through a structural part of a building and having a lower end cut off from the structural part,
An existing pipe connector that is detachably mounted at one end with respect to the cut end of the existing pipe;
A lower end portion is disposed with respect to a base portion at a lower portion of the structural portion, and an upper end portion detachably holds the other end portion of the existing pipe connector, and pushes up the existing pipe connector to A push-up operation part for pulling upward from the structure part;
An extubation device for existing piping, comprising:
前記既設配管接続具は、
前記既設配管の切断端部に対して嵌め込んで装着される上端装着部を有する既設配管押出部材と、
前記既設配管押出部材の下端装着部に嵌め込んで接続される上端部と、前記押上操作部の上部に対して接続される下端部を有する受け継ぎ部材と、を有することを特徴とする請求項1に記載の既設配管の抜管装置。
The existing pipe connector is
An existing piping push-out member having an upper end mounting portion that is fitted and mounted to a cutting end portion of the existing piping;
The upper end part fitted in and connected to the lower end mounting part of the existing pipe push-out member, and a joint member having a lower end part connected to the upper part of the push-up operation part. Extrusion device for existing piping as described in 1.
前記押上操作部は、前記基部に対して立てて配置されるサポート部材と、
前記サポート部材の上端部と前記既設配管接続具の他端部の間に配置されて、前記既設配管接続具を押し上げて前記既設配管を前記構造部分から抜くためのジャッキ部材と、を有することを特徴とする請求項1または請求項2に記載の既設配管の抜管装置。
The push-up operation part is a support member arranged upright with respect to the base part,
A jack member disposed between an upper end portion of the support member and the other end portion of the existing pipe connector, for pushing up the existing pipe connector and pulling out the existing pipe from the structural portion; 3. The existing pipe evacuation device according to claim 1 or claim 2, wherein
前記ジャッキ部材は、前記サポート部材に接続され、操作部を回転することで前記サポート部材に対して上方移動して前記既設配管接続具を押し上げて前記既設配管を前記構造部分から抜く構成となっていることを特徴とする請求項3に記載の既設配管の抜管装置。   The jack member is connected to the support member, and rotates upward with respect to the support member by rotating an operation unit to push up the existing pipe connector and pull out the existing pipe from the structural portion. The extubation device for an existing pipe according to claim 3. 前記建物の前記構造部分はコンクリートスラブであり、前記建物の前記基部は前記スラブの下側に位置する別のコンクリートスラブであることを特徴とする請求項4に記載の既設配管の抜管装置。   5. The existing pipe extubation device according to claim 4, wherein the structural part of the building is a concrete slab, and the base of the building is another concrete slab located below the slab. 建物の構造部分に貫通して配置されて下端部が切断された既設配管を、前記構造部分から上方に抜くための既設配管の抜管方法であって、
既設配管接続具の一端部が、前記既設配管の切断端部に対して着脱可能に装着され、
押上操作部の下端部が、前記構造部分の下部にある基部に対して配置され、前記押上操作部の上端部が前記既設配管接続具の他端部を着脱可能に保持して、前記押上操作部の操作により前記既設配管接続具を押し上げて前記既設配管を前記構造部分から上方に抜くことを特徴とすることを特徴とする既設配管の抜管方法。
An existing pipe that is disposed through a structural part of a building and has a lower end cut off, and is a method of extracting an existing pipe for pulling upward from the structural part,
One end of the existing pipe connector is detachably attached to the cut end of the existing pipe,
The lower end portion of the push-up operation portion is disposed with respect to the base portion at the lower portion of the structure portion, and the upper end portion of the push-up operation portion detachably holds the other end portion of the existing pipe connector so that the push-up operation is performed. The existing pipe connection tool is pushed up by an operation of the section to pull the existing pipe upward from the structural portion.
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JP2011256998A (en) * 2010-05-12 2011-12-22 Japan Reform:Kk Method for disassembling existing piping
JP2012067847A (en) * 2010-09-24 2012-04-05 Sekisui Chem Co Ltd Method for removing floor slab-penetrating part of existing vertical pipe
JP2013164113A (en) * 2012-02-10 2013-08-22 Nichiei Intec Co Ltd Existing pipe removing method and connecting jig used for removal of existing pipe
JP2014118779A (en) * 2012-12-18 2014-06-30 Sekisui Chem Co Ltd Apparatus and method for removing existing piping
JP7473944B2 (en) 2019-12-04 2024-04-24 建装工業株式会社 Buried part removal device and buried part removal method

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JP2011256998A (en) * 2010-05-12 2011-12-22 Japan Reform:Kk Method for disassembling existing piping
JP2012067847A (en) * 2010-09-24 2012-04-05 Sekisui Chem Co Ltd Method for removing floor slab-penetrating part of existing vertical pipe
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JP7473944B2 (en) 2019-12-04 2024-04-24 建装工業株式会社 Buried part removal device and buried part removal method

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