JP2019090465A - Method for constructing vertical pipeline - Google Patents

Method for constructing vertical pipeline Download PDF

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JP2019090465A
JP2019090465A JP2017218861A JP2017218861A JP2019090465A JP 2019090465 A JP2019090465 A JP 2019090465A JP 2017218861 A JP2017218861 A JP 2017218861A JP 2017218861 A JP2017218861 A JP 2017218861A JP 2019090465 A JP2019090465 A JP 2019090465A
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building
welding
end portion
position adjustment
bushing
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JP7309317B2 (en
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三宅 達也
Tatsuya Miyake
達也 三宅
貴則 加藤
Takanori Kato
貴則 加藤
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Takasago Thermal Engineering Co Ltd
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Abstract

To enable efficient clearance adjustment work, upon sequentially connecting a plurality of vertical pipe members to construct a vertical pipeline.SOLUTION: A method for substantially connecting a plurality of vertical pipe members to construct a vertical pipeline, is characterized in repeatedly steps of: mounting a position adjustment jig 2 at an upper end part of a vertical pipe member fixed to a building in advance; using the position adjustment jig 2 to adjust a position of a lower end part of a next vertical pipe member to an upper end part of the vertical pipe member fixed to the building in advance; and welding and connecting the upper end part of the vertical pipe member fixed to the building in advance and the lower end part of the next vertical pipe member. With the position adjustment jig 2, an interval between end parts of vertical pipe members is adjusted, which in turn can perform interval adjustment work efficiently, shorten a work time and reduce man-hours.SELECTED DRAWING: Figure 2

Description

本発明は、建物の竪配管を施工する方法に関する。   The present invention relates to a method of constructing a gutter pipe of a building.

空調設備や衛生設備などの各種建築設備用の竪配管を高層建築物等の建物に施工する場合、複数本に分割された竪管部材を垂直状態で順次揚重し、それらをフレームや固定部材などを用いてユニット化して竪配管を施工する工法(ライザーユニット工法)が従来から採用されている(例えば特許文献1〜3参照)。   When installing piping for various building equipment such as air conditioning equipment and sanitation equipment in a building such as a high-rise building, the plurality of divided steel pipe members are lifted sequentially in the vertical state, and they are used as a frame or fixing member The construction method (riser unit construction method) which carries out unitization, etc. is carried out and construction of a piping is adopted conventionally (for example, refer to patent documents 1-3).

施工に用いられる竪管部材の上端には吊り下げピースが取り付けられており、それらにチェーンブロックを取り付けて、竪管部材を垂直状態の姿勢で吊り上げて揚重する。そして、上下の竪管部材の端部同士を突き合せ、溶接によって両者を接続することにより、建物内に竪配管が施工される。   A hanging piece is attached to the upper end of the bushing member used for construction, a chain block is attached to them, and the bushing member is lifted and lifted in a vertical posture. Then, the ends of the upper and lower bushing members are butted and connected by welding, and the piping is constructed in the building.

特許第3688837号公報Patent No. 3688837 特許第4750326号公報Patent No. 4750326 特許第5300311号公報Patent No. 5300311

ここで、地域冷暖房(DHC)の冷水や温水等の熱媒を供給する竪配管については、接続される竪管部材同士の端部間の隙間を所望の精度で管理することが望ましいとされる。地域冷暖房の竪配管については、溶接後に行われるJIS基準に基づくレントゲン検査において、管の内面にも均一な溶接ビードが形成されていることが確認できるようにしなければならない等、厳格な隙間管理が求められる。従来、かかる隙間管理のために、竪管部材同士の端部間を一旦100mm程度の隙間を設けて設置し、そこから上の竪管部材をチェーンブロックで吊って降ろしながら隙間調整をしていた。さらに、隙間調整をした後、金馬を溶接して竪管部材同士の端部を仮固定してから溶接していた。   Here, it is desirable to manage the gap between the end parts of the connecting tube members with the desired accuracy with regard to the piping for supplying heat medium such as cold water or hot water of district cooling and heating (DHC). . With regard to the piping of regional cooling and heating, strict clearance control is required, such as that it can be confirmed that a uniform weld bead is also formed on the inner surface of the pipe, in an X-ray inspection based on JIS standards performed after welding. Desired. In the past, in order to manage such a gap, a gap of about 100 mm was once provided between the end portions of the bushing members, and the gap adjustment was performed while suspending the upper bushing member with a chain block from there. . Furthermore, after adjusting the clearance, welding was performed by welding a gold horse and temporarily fixing the end portions of the bushing members.

しかしながら、チェーンブロックで吊りながら行われる隙間調整では作業に時間がかかり、また、作業員も相当な人数が必要であった。   However, in the clearance adjustment performed while being suspended by the chain block, the operation takes time, and a considerable number of workers are required.

本発明は、かかる点に鑑みてなされたものであり、複数本の竪管部材を順次接続して竪配管を施工するにあたり、隙間調整作業を効率よくできるようにすることを目的とする。   This invention is made in view of this point, and when connecting a plurality of bushings sequentially and constructing a piping, it aims at enabling clearance adjustment work to be efficient.

上記目的を達成するため、本発明によれば、建物内において、複数本の竪管部材を順次接続して竪配管を施工する方法であって、先に建物に固定された竪管部材の上端部に位置調整治具を装着し、前記位置調整治具を用いて、次の竪管部材の下端部を、先に建物に固定された竪管部材の上端部に対して位置調整し、先に建物に固定された竪管部材の上端部と次の竪管部材の下端部を溶接して接続する工程を繰り返し行うことを特徴とする、竪配管の施工方法が提供される。   According to the present invention, in order to achieve the above object, according to the present invention, there is provided a method of constructing a piping by sequentially connecting a plurality of bushings in a building, comprising the upper end of the bushings previously fixed to the building. Attach a position adjustment jig to the part, and use the position adjustment jig to adjust the position of the lower end of the next bushing with respect to the upper end of the bushing previously fixed to the building. A method for constructing a gutter piping is provided, including repeatedly performing a step of welding and connecting the upper end of the gutter member fixed to the building and the lower end of the next gutter member.

かかる施工方法において、次の竪管部材の下端部を、先に建物に固定された竪管部材の上端部に対して位置調整した後、次の竪管部材を建物に仮止めし、先に建物に固定された竪管部材の上端部と次の竪管部材の下端部を溶接するようにしても良い。また、先に建物に固定された竪管部材の上端部に複数の位置調整治具を装着して位置調整し、先に建物に固定された竪管部材の上端部と次の竪管部材の下端部を周方向に連続して溶接しながら、溶接の前方位置にある位置調整治具を順次取り外すようにしても良い。また、先に建物に固定された竪管部材の上端部と下端部の両方に竪管部材を接続するようにしても良い。   In this construction method, after the lower end portion of the next bushing member is positionally adjusted with respect to the upper end portion of the bushing member previously fixed to the building, the next bushing member is temporarily fixed to the building, and first The upper end portion of the bushing member fixed to the building and the lower end portion of the next bushing member may be welded. In addition, a plurality of position adjustment jigs are attached to the upper end portion of the bushing member fixed to the building in advance to adjust the position, and the upper end portion of the bushing member fixed to the building first and the next tapping member While continuously welding the lower end portion in the circumferential direction, the position adjustment jig at the front position of welding may be sequentially removed. In addition, the bushing member may be connected to both the upper end portion and the lower end portion of the bushing member previously fixed to the building.

本発明によれば、竪管部材同士の端部間の隙間を位置調整治具を用いて調整することにより、隙間調整作業を効率よく行うことができ、作業時間が短縮され、作業員も低減できるようになる。また、位置調整治具で固定して溶接することにより、金馬を用いた仮固定を行う必要が無くなり、入熱による強度低下も回避できるようになる。   According to the present invention, the gap adjustment operation can be efficiently performed by adjusting the gap between the end portions of the bushing members using the position adjustment jig, the operation time is shortened, and the number of workers is also reduced. become able to. Further, by fixing and welding with the position adjustment jig, it is not necessary to perform temporary fixing using a gold horse, and strength reduction due to heat input can also be avoided.

なお、先に建物に固定された竪管部材の上端部と次の竪管部材の下端部を溶接しながら、溶接の前方位置にある位置調整治具を順次取り外すようにすれば、溶接する際に位置調整治具が邪魔とならず、位置調整冶具と管材の周面との間のスペースを狭くできる。これにより、竪配管を施工する鉄骨や床スラブなどに形成される開口の内径を小さくでき、開口を塞ぐための作業を簡便に実施できる。   When welding the position adjustment jig at the forward position of welding while sequentially welding the upper end of the flange member previously fixed to the building and the lower end of the next flange member, when welding The position adjustment jig does not disturb the space between the position adjustment jig and the circumferential surface of the tube can be narrowed. Thereby, the inside diameter of the opening formed in the steel frame, floor slab or the like on which the gutter piping is formed can be reduced, and the work for closing the opening can be easily performed.

竪管部材の説明図である。It is explanatory drawing of a cocoon tube member. 位置調整治具の正面図(a)と側面図(b)である。They are a front view (a) and a side view (b) of a position adjustment jig. 基礎となる竪管部材を建物に設置した状態の説明図である。It is explanatory drawing of the state which installed the collar pipe member used as a foundation in a building. 基礎となる竪管部材の上方に次の竪管部材を移動させる状態の説明図である。It is explanatory drawing of the state which moves the following bushing member above the bushing member used as a foundation. 基礎となる竪管部材の上端部と次の竪管部材の下端部の隙間調整する状態の説明図である。It is explanatory drawing of the state which adjusts the clearance gap between the upper end part of the bushing pipe member used as a foundation, and the lower end part of the following bushing pipe member. 基礎となる竪管部材の上端部と次の竪管部材の下端部を溶接する状態の説明図であり、(a)は溶接開始時の状態を示し、(b)は溶接の前方位置にある位置調整治具2を先ず一つだけ取り外す状態を示し、(c)は取り外した位置調整治具を超えた位置まで溶接する状態を示し、(d)は溶接開始位置と対象位置から再び溶接を開始し、溶接開始位置まで溶接する状態を示し、(e)は最後に残りの部分を溶接した溶接終了時の状態を示している。It is explanatory drawing of the state which welds the upper end part of the base tube member used as a foundation, and the lower end part of the following tube member, (a) shows the state at the time of a welding start, (b) is in the front position of welding. A state in which only one position adjustment jig 2 is removed is shown, (c) shows a state in which welding is performed to a position beyond the removed position adjustment jig, (d) shows welding again from the welding start position and target position It shows a state where welding is started up to the welding start position, and (e) shows a state at the end of welding where the remaining parts are finally welded. 基礎となる竪管部材の上端部と次の竪管部材の下端部を溶接する状態の説明図であり、(a)は溶接開始時の状態を示し、(b)は溶接の前方位置にある位置調整治具2を先ず一つだけ取り外す状態を示し、(c)は溶接の前方位置にある位置調整治具2をさらに一つ取り外す状態を示し、(d)は溶接終了時の状態を示している。It is explanatory drawing of the state which welds the upper end part of the base tube member used as a foundation, and the lower end part of the following tube member, (a) shows the state at the time of a welding start, (b) is in the front position of welding. The state in which only one position adjustment jig 2 is removed is shown, (c) shows the state in which one more position adjustment jig 2 in the welding front position is removed, and (d) shows the state at the end of welding. ing. 次の竪管部材の上方にさらに次の竪管部材を移動させる状態の説明図である。It is explanatory drawing of the state which moves the following cannula further to the upper side of the following cannula.

以下、本発明の実施の形態にかかる竪配管の施工方法を図面を参照にして説明する。なお、本明細書及び図面において、実質的に同一の機能構成を有する構成要素については、同一の符号を付することにより重複説明を省略する。   Hereinafter, a method of installing a gutter pipe according to an embodiment of the present invention will be described with reference to the drawings. In the present specification and the drawings, components having substantially the same functional configuration will be assigned the same reference numerals and redundant description will be omitted.

図1に示すように、竪管部材1は、両端が開口した中空円筒形状の管材10の上端部の側面にプレート状の取り付けピース11を取り付け、同様に、管材10の下端部の側面にプレート状の取り付けピース12を取り付けた構成を有している。これら取り付けピース11、12には、転倒防止用の突起が設けられている。この実施の形態では、竪管部材1の上端部において、複数個、一例として4個の取り付けピース11が90°の等角度間隔で側面に取り付けられ、同様に、竪管部材1の下端部においても、複数個、一例として4個の取り付けピース12が90°の等角度間隔で側面に取り付けられている。管材10には、例えばSTPG370などの圧力配管用炭素鋼鋼管、黒ガス管などの配管用炭素鋼管等が使用される。なお、管材10の種類はこれら特定されるものではない。   As shown in FIG. 1, the tubular member 1 has a plate-like mounting piece 11 attached to the side surface of the upper end portion of the hollow cylindrical tube member 10 open at both ends, similarly, the plate on the side surface of the lower end portion of the tube member 10 In the form of a ring-shaped mounting piece 12. These mounting pieces 11 and 12 are provided with projections for preventing overturning. In this embodiment, at the upper end of the bushing member 1, a plurality of, for example, four mounting pieces 11 are attached to the side surfaces at equal angular intervals of 90 °, similarly, at the lower end of the bushing member 1. Also, a plurality, for example four mounting pieces 12, are mounted on the sides at equal angular intervals of 90 °. For the pipe material 10, for example, carbon steel pipe for pressure piping such as STPG 370, carbon steel pipe for piping such as black gas pipe, or the like is used. In addition, the kind of pipe material 10 is not specified.

図2(a)、(b)に示すように、位置調整治具2は、中央に配置された押圧部20の上方に上部連結ケース21を備え、押圧部20の下方に下部連結ケース22を備えている。上部連結ケース21には、竪管部材1の下端部の取り付けピース12に固定するための固定ネジ23a、23bが装着されている。同様に、下部連結ケース22には、竪管部材1の上端部の取り付けピース11に固定するための固定ネジ24が装着されている。   As shown in FIGS. 2A and 2B, the position adjustment jig 2 includes an upper connection case 21 above the pressing portion 20 disposed at the center, and a lower connection case 22 below the pressing portion 20. Have. Fixing screws 23 a and 23 b for fixing to the attachment piece 12 at the lower end portion of the bushing member 1 are attached to the upper connection case 21. Similarly, a fixing screw 24 for fixing the lower connecting case 22 to the mounting piece 11 at the upper end of the bushing member 1 is attached.

押圧部20には、軸30によって連結された一対の上リンクアーム31と下リンクアーム32が設けられている。これら上リンクアーム31と下リンクアーム32は互いの基端部分が軸30によって回動自在に連結されており、上リンクアーム31と下リンクアーム32は互いの角度θを自由に変えることができる。   The pressing portion 20 is provided with a pair of upper link arms 31 and lower link arms 32 connected by a shaft 30. The upper link arm 31 and the lower link arm 32 have their proximal end portions pivotally connected to each other by the shaft 30, and the upper link arm 31 and the lower link arm 32 can freely change the angle θ of each other. .

上リンクアーム31の先端部分は、軸33を介して上部連結ケース21に接続され、下リンクアーム32の先端部分は、軸34を介して下部連結ケース22に接続されている。上リンクアーム31と下リンクアーム32の基端部分には、押圧部20に装着された押し込みボルト35の先端が当接するようになっている。この押し込みボルト35を押圧部20の内部に向かって押し込む方向に回転させて操作すると、上リンクアーム31と下リンクアーム32の基端部分が押し込まれ、これにより、上リンクアーム31と下リンクアーム32の角度θが広げられる。その結果、上部連結ケース21と下部連結ケース22が互いに離れるように移動させられる。一方、押し込みボルト35を押圧部20から引き出される方向に回転させて操作すると、上リンクアーム31と下リンクアーム32の基端部分が外側に押し出され、これにより、上リンクアーム31と下リンクアーム32の角度θが狭められる。その結果、上部連結ケース21と下部連結ケース22が互いに近づくように移動させられる。   The distal end portion of the upper link arm 31 is connected to the upper connection case 21 via the shaft 33, and the distal end portion of the lower link arm 32 is connected to the lower connection case 22 via the shaft 34. The tip end of the push-in bolt 35 mounted on the pressing portion 20 is in contact with the proximal end portions of the upper link arm 31 and the lower link arm 32. When the push bolt 35 is rotated and operated in a direction to push the inside of the pressing portion 20, the base end portions of the upper link arm 31 and the lower link arm 32 are pushed in, whereby the upper link arm 31 and the lower link arm The 32 angles θ are broadened. As a result, the upper connection case 21 and the lower connection case 22 are moved apart from each other. On the other hand, when the push bolt 35 is rotated and operated in the direction of being pulled out from the pressing portion 20, the base end portions of the upper link arm 31 and the lower link arm 32 are pushed outward, thereby the upper link arm 31 and the lower link arm The angle θ of 32 is narrowed. As a result, the upper connection case 21 and the lower connection case 22 are moved closer to each other.

次に、建物内において、複数本の竪管部材1(1a、1b、1c・・・)を順次接続して竪配管を施工する本発明の実施の形態にかかる施工方法を説明する。なお、一例として、竪管部材1(1a、1b、1c・・・)同士の端部間の隙間を所望の精度で管理して溶接を行うことにより、地域冷暖房の熱媒を供給する竪配管を施工する形態を示す。   Next, a construction method according to the embodiment of the present invention will be described in which a plurality of bushings 1 (1a, 1b, 1c,...) Are sequentially connected to construct a piping in a building. In addition, as an example, the gap piping between the end parts of the flange members 1 (1a, 1b, 1c,...) Is managed with desired accuracy and welding is performed to supply the heat medium of the regional cooling and heating. Shows the form of construction.

先ず、図3に示すように、基礎となる竪管部材1aを、例えば建物の鉄骨3に固定する。この場合、適当なブラケット4などを介して竪管部材1aを鉄骨3に固定することができる。なお、基礎となる竪管部材1aは、例えば建物の一階部分の鉄骨3に固定させられる。このブラケット4は、竪管部材1aの振れ止めとして機能する。このブラケット4は、竪管部材1aをタワークレーン等で投入した後に、竪管部材1aに取り付けられる。ブラケット4が取り付けられた後、竪管部材1aを保持していたタワークレーン等が竪管部材1aから切り離され、タワークレーン等が解放される。   First, as shown in FIG. 3, the base tube member 1a is fixed to, for example, the steel frame 3 of a building. In this case, the bushing member 1 a can be fixed to the steel frame 3 via an appropriate bracket 4 or the like. The base tube member 1a is fixed to, for example, the steel frame 3 of the first floor portion of the building. The bracket 4 functions as a steadying of the bushing member 1a. The bracket 4 is attached to the bushing member 1a after the bushing member 1a is inserted by a tower crane or the like. After the bracket 4 is attached, the tower crane or the like that holds the bushing member 1a is separated from the bushing member 1a, and the tower crane or the like is released.

次に、図4に示すように、先に建物の一階部分の鉄骨3に固定させられた竪管部材1aの上方に次の竪管部材1bを移動させる。なお、先に鉄骨3に固定した竪管部材1aの上端部の取り付けピース11に位置調整治具2を装着した状態で、次の竪管部材1bを移動させることができる。この場合、次の竪管部材1bの移動が完了するまでの間は、図4に示すように、先に鉄骨3に固定した竪管部材1aの上端部の取り付けピース11に装着した位置調整治具2を上方に広がるような姿勢としておけば、次の竪管部材1bの下端部を、先に鉄骨3に固定した竪管部材1aの上端にスムーズに近づけることができる。   Next, as shown in FIG. 4, the next collar member 1b is moved above the collar member 1a previously fixed to the steel frame 3 of the first floor portion of the building. In the state where the position adjustment jig 2 is attached to the attachment piece 11 at the upper end portion of the bushing member 1a previously fixed to the steel frame 3, the following bushing member 1b can be moved. In this case, as shown in FIG. 4, until the movement of the next bushing member 1 b is completed, the position adjustment jig mounted on the attachment piece 11 at the upper end of the bushing member 1 a fixed to the steel frame 3 earlier. By setting the tool 2 in such a posture as to spread upward, the lower end portion of the subsequent bushing member 1 b can be smoothly brought close to the upper end of the bushing member 1 a previously fixed to the steel frame 3.

次の竪管部材1bの下端部を、先に鉄骨3に固定した竪管部材1aの上端部に近づけた後、図5に示すように、先に鉄骨3に固定した竪管部材1aの上端部と次の竪管部材1bの下端部との間に位置調整治具2を装着する。この場合、位置調整治具2の下部連結ケース22を、先に鉄骨3に固定した竪管部材1aの上端部の取り付けピース11に、固定ネジ24で固定する。また、位置調整治具2の上部連結ケース21を、次の竪管部材1bの下端部の取り付けピース12に、固定ネジ23a、23bで固定する。なお、先に鉄骨3に固定した竪管部材1aの上端部には複数個、一例として4個の取り付けピース11が90°の等角度間隔で側面に取り付けられ、同様に、次の竪管部材1bの下端部にも、複数個、一例として4個の取り付けピース12が90°の等角度間隔で側面に取り付けられている。これら複数個、一例として4個の取り付けピース11取り付けピース12のそれぞれに位置調整治具2を装着する。   The lower end portion of the next flange member 1b is brought close to the upper end portion of the flange member 1a previously fixed to the steel frame 3, and then the upper end of the flange member 1a previously fixed to the steel frame 3 as shown in FIG. The position adjustment jig 2 is mounted between the lower part and the lower end portion of the next bushing member 1b. In this case, the lower connection case 22 of the position adjustment jig 2 is fixed to the mounting piece 11 at the upper end of the flange member 1a previously fixed to the steel frame 3 by the fixing screw 24. Further, the upper connecting case 21 of the position adjusting jig 2 is fixed to the mounting piece 12 at the lower end portion of the subsequent sleeve member 1b by the fixing screws 23a and 23b. A plurality of, for example, four mounting pieces 11 are attached to the side surfaces at equal angular intervals of 90 ° at the upper end portion of the flange member 1a previously fixed to the steel frame 3, similarly, the next flange member A plurality of, for example, four attachment pieces 12 are attached to the side surface at an equal angular interval of 90 ° also at the lower end portion of 1b. The position adjustment jig 2 is attached to each of the plurality of, for example, four attachment pieces 11 attachment pieces 12.

なお、次の竪管部材1bの下端部の取り付けピース12に、位置調整治具2の上部連結ケース21を固定する場合、上部連結ケース21の上部に装着されている固定ネジ23aは転倒防止用として機能し、上部連結ケース21の両側に装着されている二つの固定ネジ23bは開先調整用として機能する。   When the upper connection case 21 of the position adjustment jig 2 is fixed to the mounting piece 12 at the lower end of the subsequent flange member 1b, the fixing screw 23a attached to the upper portion of the upper connection case 21 is for fall prevention The two fixing screws 23b attached to both sides of the upper connection case 21 function as groove adjustment.

そして、これら複数個、一例として4個の位置調整治具2において、押し込みボルト35をそれぞれ回転させて操作することにより、上リンクアーム31と下リンクアーム32の角度θが変えられて、上部連結ケース21と下部連結ケース22との距離がそれぞれ調整される。また、上部連結ケース21の両側に装着されている二つの固定ネジ23bを取り付けピース12の板厚方向に両側から適宜押し込むことで、次の竪管部材1bの下端部を軸方向と垂直な方向に移動させることができる。また、複数個、一例として4個の位置調整治具2は、竪管部材1a、1bの側面において90°の等角度間隔で配置されているため、各位置調整治具2の押し込みボルト35および固定ネジ23bを適宜操作して、それぞれの位置で先に鉄骨3に固定した竪管部材1aの上端部と次の竪管部材1bの下端部との隙間を調整(開先調整)することにより、全周に渡ってその隙間を所望の精度で管理することができる。こうして、先に鉄骨3に固定した竪管部材1aの上端部と次の竪管部材1bの下端部の開先のずれを精度良く修正でき、両者の開先を精度良く一致させることができる。   The angle θ of the upper link arm 31 and the lower link arm 32 is changed by rotating and operating the push-in bolt 35 in each of the plurality of, for example, four position adjustment jigs 2, and the upper connection The distance between the case 21 and the lower connection case 22 is adjusted respectively. In addition, by appropriately pressing the two fixing screws 23b mounted on both sides of the upper connection case 21 in the thickness direction of the mounting piece 12 from both sides, the lower end portion of the next bushing member 1b is perpendicular to the axial direction Can be moved to Further, since a plurality of, for example, four position adjustment jigs 2 are arranged at equal angular intervals of 90 ° on the side surfaces of the cannula members 1a and 1b, the push-in bolts 35 of each position adjustment jig 2 and By appropriately operating the fixing screw 23b, adjusting the gap between the upper end portion of the flange member 1a previously fixed to the steel frame 3 at each position and the lower end portion of the next flange member 1b (groove adjustment) The gap can be managed with desired accuracy over the entire circumference. In this way, the gap between the upper end of the bushing member 1a previously fixed to the steel frame 3 and the lower end of the subsequent bushing member 1b can be accurately corrected, and both of the grooves can be made to coincide with each other accurately.

そして、このように先に鉄骨3に固定した竪管部材1aの上端部と次の竪管部材1bの下端部との位置調整(開先調整)が行われた後、その隙間をアーク溶接などによって溶接し、先に鉄骨3に固定した竪管部材1aと次の竪管部材1bとを一体的に接続する。なお、先に鉄骨3に固定した竪管部材1aの上端部と次の竪管部材1bの下端部との位置調整が行われた後、溶接に先立って、図5に示すように、次の竪管部材1bを建物の鉄骨3に適当なブラケット4などを介して仮止めしても良い。このように次の竪管部材1bを建物に仮止めしてから溶接を行えば、次の竪管部材1bが安定し、溶接作業がしやすくなる。この場合も同様に、ブラケット4は、次の竪管部材1bの振れ止めとして機能する。このブラケット4は、次の竪管部材1bをタワークレーン等で投入した後に、次の竪管部材1bに取り付けられる。ブラケット4が取り付けられた後、次の竪管部材1bを保持していたタワークレーン等が次の竪管部材1bから切り離され、タワークレーン等が解放される。   And after the position adjustment (groove adjustment) between the upper end portion of the flange member 1a previously fixed to the steel frame 3 and the lower end portion of the next flange member 1b is performed in this way, the gap is welded by arc welding etc. Welding, and the sleeve member 1a fixed to the steel frame 3 first and the next sleeve member 1b are integrally connected. In addition, after position adjustment with the upper end part of the collar member 1a fixed to the steel frame 3 previously and the lower end part of the following collar member 1b was performed, as shown in FIG. The flange member 1b may be temporarily fixed to the steel frame 3 of the building via a suitable bracket 4 or the like. As described above, if welding is performed after temporarily fixing the next flange member 1b to the building, the next flange member 1b becomes stable, and the welding operation becomes easy. Also in this case, the bracket 4 functions as a sway for the next bushing member 1b. The bracket 4 is attached to the next bushing member 1b after the following bushing member 1b is introduced by a tower crane or the like. After the bracket 4 is attached, the tower crane or the like that holds the next flange member 1b is separated from the next flange member 1b, and the tower crane or the like is released.

また、このように先に鉄骨3に固定した竪管部材1aの上端部と次の竪管部材1bの下端部とを溶接する場合、溶接の開始時には、複数個、一例として4個の位置調整治具2が90°の等角度間隔で側面に取り付けられている。このため、図6(a)に示すように、竪管部材1aと竪管部材1bの側面において、位置調整治具2が邪魔とならないように、位置調整治具2が取り付けられていない任意の位置P1から溶接を開始することとなる。   Further, when welding the upper end portion of the flange member 1a previously fixed to the steel frame 3 to the lower end portion of the next flange member 1b, a plurality of, for example, four position adjustments are made at the start of welding. The jigs 2 are attached to the side surfaces at equal angular intervals of 90 °. For this reason, as shown in FIG. 6A, on the side surfaces of the sleeve member 1a and the sleeve member 1b, any position adjustment jig 2 is not attached so that the position adjustment jig 2 does not become an obstacle. Welding will be started from position P1.

そして、図6(b)に示すように、任意の位置P1から竪管部材1aと竪管部材1bの周方向に連続して溶接を行い、先に鉄骨3に固定した竪管部材1aの上端部と次の竪管部材1bの下端部との隙間を溶接金属によって連続して埋めていく。   And as shown in FIG.6 (b), welding is continuously continued to the circumferential direction of the flange member 1a and the flange member 1b from arbitrary positions P1, and the upper end of the flange member 1a fixed to the steel frame 3 previously. The gap between the lower part and the lower end of the next flange member 1b is continuously filled with the weld metal.

そして、溶接を進めていき、図6(b)に示すように、位置調整治具2が取り付けられている位置の近傍の位置P2まで来ると、そのままでは位置調整治具2が邪魔となってしまう。そこで、溶接の前方位置にある位置調整治具2を、先ず一つだけ取り外し、当該取り外した位置調整治具2を超えた位置P3まで溶接する(図6(c))。   Then, welding is advanced, and as shown in FIG. 6 (b), when it comes to a position P2 in the vicinity of the position where the position adjustment jig 2 is attached, the position adjustment jig 2 becomes an obstacle as it is I will. Therefore, only one position adjustment jig 2 at the front position of welding is removed first, and welding is performed to a position P3 beyond the removed position adjustment jig 2 (FIG. 6 (c)).

次に、図6(d)に示すように、溶接開始位置である位置P1と対象位置である位置P4から再び溶接を開始し、同様にして、溶接の前方位置にある位置調整治具2を一つずつ取り外しながら、位置P1まで連続して溶接する。そして最後に、図6(e)に示すように、残りの部分である位置P3から位置P4まで溶接を行う。この場合も同様に、溶接の前方位置にある位置調整治具2を取り外しながら溶接を進めていく。   Next, as shown in FIG. 6 (d), welding is started again from the position P1 which is the welding start position and the position P4 which is the target position, and in the same manner, the position adjusting jig 2 located in the welding front position is While removing one by one, weld continuously to position P1. Finally, as shown in FIG. 6E, welding is performed from the position P3 which is the remaining portion to the position P4. Also in this case, the welding is advanced while removing the position adjustment jig 2 at the welding forward position.

こうして、先に鉄骨3に固定した竪管部材1aと次の竪管部材1bとを全周に渡って一体的に溶接して接続することが可能となる。このように先に鉄骨3に固定した竪管部材1aの上端部と次の竪管部材1bの下端部との隙間を一定に保ちつつ、全周に渡って連続して溶接することにより、裏側に均一な溶接ビードを形成することができる。なお、図6(a)〜(e)では、任意の位置P1から竪管部材1aと竪管部材1bの側面に沿って反時計回転方向に連続して溶接していく例を示したが、溶接していく方向は、時計回転方向でも構わない。   Thus, it becomes possible to integrally weld and connect the flange member 1a previously fixed to the steel frame 3 and the subsequent flange member 1b over the entire circumference. In this way, the back side is continuously welded over the entire circumference while keeping the gap between the upper end of the flange member 1a previously fixed to the steel frame 3 and the lower end of the next flange member 1b constant. Can form a uniform weld bead. 6 (a) to 6 (e) show an example in which welding is continuously performed in the counterclockwise direction along the side surface of the flange member 1a and the flange member 1b from an arbitrary position P1. The welding direction may be clockwise.

また、別の溶接手順を図7(a)〜(d)に示す。同様に、溶接の開始時には、複数個、一例として4個の位置調整治具2が90°の等角度間隔で側面に取り付けられている。このため、図7(a)に示すように、竪管部材1aと竪管部材1bの側面において、位置調整治具2が邪魔とならないように、位置調整治具2が取り付けられていない任意の位置P1から溶接を開始する。   Moreover, another welding procedure is shown to Fig.7 (a)-(d). Similarly, at the start of welding, a plurality of, for example, four position adjustment jigs 2 are attached to the side surfaces at equal angular intervals of 90 °. Therefore, as shown in FIG. 7A, on the side surfaces of the sleeve member 1a and the sleeve member 1b, any position adjustment jig 2 is not attached so that the position adjustment jig 2 does not interfere Welding is started from position P1.

そして、図7(b)に示すように、任意の位置P1から竪管部材1aと竪管部材1bの周方向に連続して溶接を行い、先に鉄骨3に固定した竪管部材1aの上端部と次の竪管部材1bの下端部との隙間を溶接金属によって連続して埋めていく。   And as shown in FIG.7 (b), welding is continuously continued to the circumferential direction of the flange member 1a and the flange member 1b from arbitrary positions P1, and the upper end of the flange member 1a fixed to the steel frame 3 previously. The gap between the lower part and the lower end of the next flange member 1b is continuously filled with the weld metal.

そして、溶接を進めていき、図7(b)に示すように、位置調整治具2が取り付けられている位置の近傍の位置P2まで来ると、そのままでは位置調整治具2が邪魔となってしまう。そこで、溶接の前方位置にある位置調整治具2を、先ず一つだけ取り外し、さらに溶接を進めていく。そして、図7(c)に示すように、次の位置調整治具2が取り付けられている位置の近傍の位置P3まで来ると、溶接の前方位置にある位置調整治具2を、さらに一つ取り外して溶接を進めていく。こうして、溶接の前方位置にある位置調整治具2を順次1つずつ取り外しつつ、先に鉄骨3に固定した竪管部材1aの上端部と次の竪管部材1bの下端部とを周方向に連続して溶接し、図7(d)に示すように、最終的に、先に鉄骨3に固定した竪管部材1aと次の竪管部材1bとを全周に渡って一体的に溶接して接続することが可能となる。このように先に鉄骨3に固定した竪管部材1aの上端部と次の竪管部材1bの下端部との隙間を一定に保ちつつ、全周に渡って連続して溶接することにより、裏側に均一な溶接ビードを形成することができる。なお、図7(a)〜(d)では、任意の位置P1から竪管部材1aと竪管部材1bの側面に沿って反時計回転方向に連続して溶接していく例を示したが、溶接していく方向は、時計回転方向でも構わない。   Then, welding is advanced, and as shown in FIG. 7B, when it comes to a position P2 near the position where the position adjustment jig 2 is attached, the position adjustment jig 2 becomes an obstacle as it is I will. Therefore, only one position adjustment jig 2 at the front position of welding is removed first, and welding is further advanced. Then, as shown in FIG. 7C, when the position adjustment jig 2 is at the position P3 in the vicinity of the position where the next position adjustment jig 2 is attached, one more position adjustment jig 2 at the welding front position is Remove and proceed with welding. Thus, while removing the position adjustment jigs 2 at the front position of welding one by one, the upper end portion of the bushing member 1a fixed to the steel frame 3 first and the lower end portion of the next bushing member 1b in the circumferential direction It welds continuously and, as shown in FIG.7 (d), finally, the collar member 1a fixed to the steel frame 3 previously and the collar member 1b of the following are integrally welded over the perimeter. Connection is possible. In this way, the back side is continuously welded over the entire circumference while keeping the gap between the upper end of the flange member 1a previously fixed to the steel frame 3 and the lower end of the next flange member 1b constant. Can form a uniform weld bead. 7 (a) to 7 (d) show an example in which welding is continuously performed in the counterclockwise direction along the side surfaces of the flange member 1a and the flange member 1b from an arbitrary position P1. The welding direction may be clockwise.

こうして、先に鉄骨3に固定した竪管部材1aと次の竪管部材1bとの接続が終了した後、次に、図8に示すように、既に建物に固定させられた状態となった次の竪管部材1bの上方に、さらに次の竪管部材1cを移動させる。そして、同様に位置調整治具2を用いて次の竪管部材1bの上端部とさらに次の竪管部材1cの下端部の位置を調整し、次の竪管部材1bの上方にさらに次の竪管部材1cを接続する。そして、以下、同様の工程を繰り返すことにより、建物内において、複数本の竪管部材1(1a、1b、1c・・・)を順次接続して竪配管を施工することができる。   Thus, after the connection between the flange member 1a previously fixed to the steel frame 3 and the next flange member 1b is finished, next, as shown in FIG. Next, the next sleeve member 1c is moved above the sleeve member 1b. Then, similarly, using the position adjustment jig 2, the positions of the upper end portion of the next sleeve pipe member 1 b and the lower end portion of the next sleeve pipe member 1 c are adjusted, and the next upper side of the next sleeve pipe member 1 b Connect the tube member 1c. Then, by repeating the same process thereafter, a plurality of bushings 1 (1a, 1b, 1c,...) Can be sequentially connected in a building to construct a piping.

このように、本発明の実施の形態にかかる竪配管の施工方法によれば、竪管部材1同士の端部間の隙間を位置調整治具2を用いて調整することにより、竪管部材1の搬入と隙間調整を同時にでき、作業効率が向上するので、作業時間が短縮され、作業員も低減できるようになる。また、位置調整治具2で固定して溶接することにより、金馬を用いた仮固定を行う必要が無くなり、入熱による強度低下も回避できるようになる。なお、竪配管を貫通させる開口が、水平区画(スラブ、鉄骨3等)や竪穴区画に設けられている。水平区画に設けられた開口は、竪配管が取り付けられた後にグラスウール等で封止され、上下階への火災延焼の防止が図られる。   As described above, according to the construction method of the heat pipe according to the embodiment of the present invention, the heat pipe member 1 is adjusted by adjusting the gap between the end portions of the heat pipe members 1 using the position adjusting jig 2. Since the loading and clearance adjustment can be performed simultaneously and the working efficiency is improved, the working time can be shortened and the number of workers can be reduced. Further, by fixing and welding with the position adjustment jig 2, it is not necessary to perform temporary fixing using a gold horse, and strength reduction due to heat input can also be avoided. In addition, the opening which penetrates a weir piping is provided in the horizontal division (slab, steel frame 3 grade | etc.,) And the weir division. The openings provided in the horizontal section are sealed with glass wool or the like after the gutter piping is attached, and the fire spread to the upper and lower floors can be prevented.

なお、位置調整冶具2を付けたまま先に鉄骨3に固定した竪管部材1aの上端部と次の竪管部材1bの下端部とを溶接する場合は、位置調整冶具2の取り付けピース12と管材10の周面との間に十分なスペースが設けられていないと、溶接をするための溶接棒を開先部分に挿入することが困難である。しかしながら、先に図6で説明したように、溶接の前方位置にある位置調整治具2を順次1つずつ取り外しつつ、先に鉄骨3に固定した竪管部材1aの上端部と次の竪管部材1bの下端部とを周方向に連続して溶接するようにしたので、溶接する際に位置調整治具2が邪魔とならず、位置調整冶具2の取り付けピース12と管材10の周面との間のスペースを狭くできる。これにより、取り付けピース12のサイズを小さくでき、例えば幅を75mm程度にするとができる。幅を短くできると、水平区画(スラブ、鉄骨3等)の開口の内径を管材10の管径+200mm程度に収めることができる。そうすると、管材10の外径と水平区画(スラブ、鉄骨3等)や竪穴区画の貫通部の開口の内径との差を100mm程度にできる。両者の径の差が小さいので、管材10を通すための開口が水平区画に設けられる場合、開口を塞ぐための作業を簡便に実施できる。   When welding the upper end of the bushing member 1a previously fixed to the steel frame 3 with the position adjustment jig 2 to the lower end of the next bushing member 1b, the attachment piece 12 of the position adjustment jig 2 and If a sufficient space is not provided between the tube 10 and the circumferential surface of the tube 10, it is difficult to insert a welding rod for welding into the beveled portion. However, as described above with reference to FIG. 6, the upper end portion of the flange member 1a fixed first to the steel frame 3 and the next flange while removing the position adjusting jig 2 at the front position of welding one by one sequentially Since the lower end portion of the member 1b is continuously welded in the circumferential direction, the position adjusting jig 2 does not interfere with welding, and the mounting piece 12 of the position adjusting jig 2 and the circumferential surface of the pipe 10 The space between can be narrowed. Thereby, the size of the mounting piece 12 can be reduced, and for example, the width can be about 75 mm. If the width can be shortened, the inner diameter of the opening of the horizontal section (slab, steel frame 3 or the like) can be accommodated to about the diameter of the tube 10 + 200 mm. Then, the difference between the outer diameter of the tube 10 and the inner diameter of the opening of the through section of the horizontal section (slab, steel frame 3 or the like) or the hole section can be about 100 mm. Since the difference in diameter between the two is small, when an opening for passing the pipe material 10 is provided in the horizontal section, the work for closing the opening can be easily performed.

以上、本発明の実施の形態を例示して説明したが、本発明は例示した形態に限定されない。例えば図示の形態では、複数本の竪管部材1(1a、1b、1c・・・)を順次上方に接続していく例を示したが、図3中に示したように、先に建物に固定された竪管部材1aの下方にも、竪管部材1’を接続することもできる。このように、先に建物に固定された竪管部材1aの上端部と下端部の両方に竪管部材を接続していくこともできる。この場合、例えば先に建物に固定された竪管部材1aの上端部には、位置調整治具2を用いて隙間調整をして、次の竪管部材1bの下端を接続するが、先に建物に固定された竪管部材1aの下方の端部には、従来行われているように、チェーンブロックを取り付けて、竪管部材1’を垂直状態の姿勢で吊り上げて揚重し、溶接して接続するようにしても良い。   As mentioned above, although the embodiment of the present invention was illustrated and explained, the present invention is not limited to the illustrated embodiment. For example, in the illustrated embodiment, an example is shown in which a plurality of cannula members 1 (1a, 1b, 1c,...) Are sequentially connected upward, but as shown in FIG. The sleeve member 1 'can also be connected below the fixed sleeve member 1a. As described above, the bushing member can be connected to both the upper end portion and the lower end portion of the bushing member 1a previously fixed to the building. In this case, for example, the lower end of the next bushing member 1b is connected to the upper end portion of the bushing member 1a previously fixed to the building by adjusting the clearance using the position adjustment jig 2; Attach the chain block to the lower end of the bushing 1a fixed to the building, as in the conventional case, and lift, lift and weld the bushing 1 'in the vertical position. May be connected.

竪管部材1に設けられる取り付けピース11、12の数は任意であり、実施の形態で例示した4個には限定されない。   The number of attachment pieces 11 and 12 provided on the bushing member 1 is arbitrary and is not limited to four as exemplified in the embodiment.

なお、位置調整治具2としては、例えば、東山産業株式会社製、港製器工業株式会社製の「ATOMU−701」や、特許第3487812号で開示された「傾き調整装置」が例示される。なお、これらは例示であり、限定されない。これらは、一般的に、建材などの構造物の施工に用いられているが、本発明では、これらを構造物ではなく、竪配管を構成する竪管部材同士の端部の隙間調整に用いることを特徴とする。なお、竪管部材同士の端部間の隙間を調整できるその他の機構を用いることも可能である。また、一例として、地域冷暖房の熱媒を供給する竪配管を施工する形態を示したが、本発明は、その他の空調配管の施工にも適用できる。   As the position adjustment jig 2, for example, "ATOMU-701" manufactured by Toyama Sangyo Co., Ltd. and Minato Kikai Kogyo Co., Ltd. and "inclination adjustment device" disclosed in Japanese Patent No. 3487812 are exemplified. . In addition, these are illustrations and are not limited. Although these are generally used for construction of structures such as building materials, in the present invention, they are used not for the structures but for adjusting the gap between the ends of the tube members constituting the piping. It is characterized by In addition, it is also possible to use another mechanism capable of adjusting the gap between the end portions of the bushing members. Moreover, although the form which installs the weir piping which supplies the heat medium of a regional cooling and heating as an example was shown, this invention is applicable also to construction of other air conditioning piping.

本発明は、建物の竪配管の施工に有用である。   The present invention is useful for the construction of a gutter piping of a building.

1 竪管部材
3 鉄骨
4 ブラケット
10 管材
11、12 ピース
20 押圧部
12 上部連結ケース
22 下部連結ケース
23、24 固定ネジ
30、33、34 軸
31 上リンクアーム
32 下リンクアーム
35 押し込みボルト
Reference Signs List 1 flange member 3 steel frame 4 bracket 10 tube 11, 12 piece 20 pressing portion 12 upper connection case 22 lower connection case 23, 24 fixing screw 30, 33, 34 shaft 31 upper link arm 32 lower link arm 35 push-in bolt

Claims (5)

建物内において、複数本の竪管部材を順次接続して竪配管を施工する方法であって、
先に建物に固定された竪管部材の上端部に位置調整治具を装着し、前記位置調整治具を用いて、次の竪管部材の下端部を、先に建物に固定された竪管部材の上端部に対して位置調整し、先に建物に固定された竪管部材の上端部と次の竪管部材の下端部を溶接して接続する工程を繰り返し行うことを特徴とする、竪配管の施工方法。
It is a method of constructing a gutter piping by sequentially connecting a plurality of gutter members in a building,
A position adjustment jig is attached to the upper end of the collar member previously fixed to the building, and the lower end of the next collar member is previously fixed to the building using the position adjustment jig. The position is adjusted with respect to the upper end portion of the member, and the step of welding and connecting the upper end portion of the bushing member fixed to the building first and the lower end portion of the next bushing member is repeated. Piping method.
次の竪管部材の下端部を、先に建物に固定された竪管部材の上端部に対して位置調整した後、次の竪管部材を建物に仮止めし、先に建物に固定された竪管部材の上端部と次の竪管部材の下端部を溶接することを特徴とする、請求項1に記載の竪配管の施工方法。   After adjusting the lower end of the next tube member to the upper end of the tube member fixed to the building first, the next tube member was temporarily fixed to the building, and it was fixed to the building first The method according to claim 1, wherein the upper end portion of the bushing member and the lower end portion of the subsequent bushing member are welded. 先に建物に固定された竪管部材の上端部に複数の位置調整治具を装着して位置調整し、先に建物に固定された竪管部材の上端部と次の竪管部材の下端部を溶接しながら、溶接の前方位置にある位置調整治具を順次取り外すことを特徴とする、請求項1または2のいずれか一項に記載の竪配管の施工方法。   A plurality of position adjustment jigs are attached to the upper end portion of the bushing member fixed to the building in advance to adjust the position, and the upper end portion of the bushing member fixed to the building first and the lower end portion of the next bushing member 3. The method according to claim 1, further comprising: sequentially removing a position adjustment jig at a position in front of the welding while welding. 先に建物に固定された竪管部材の上端部と下端部の両方に竪管部材を接続することを特徴とする、請求項1〜3のいずれか一項に記載の竪配管の施工方法。   The construction method of the gutter piping according to any one of claims 1 to 3, characterized in that the gutter member is connected to both the upper end portion and the lower end portion of the gutter member previously fixed to the building. 前記竪配管は、地域冷暖房の熱媒を供給する竪配管であることを特徴とする、請求項1〜4ののいずれか一項に記載の竪配管の施工方法。   The construction method of the gutter piping according to any one of claims 1 to 4, wherein the gutter piping is a gutter piping which supplies a heat medium for regional cooling and heating.
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JP2010121395A (en) * 2008-11-21 2010-06-03 Technos Kk Fall preventive device for preventing fall of deviation correcting device from erection piece

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JP4158174B2 (en) 2005-02-07 2008-10-01 三菱電機株式会社 Resolver

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH04158174A (en) * 1990-10-22 1992-06-01 Ebara Corp Heating and cooling system with heat pump
JPH04341676A (en) * 1991-05-20 1992-11-27 Suga Kogyo Kk Level controller in riser unit
JPH0968289A (en) * 1995-08-31 1997-03-11 Taikisha Ltd Pipe holding device for vertical posture pipe
JPH11303406A (en) * 1998-04-17 1999-11-02 Kumagaya Technos Kk Correcting method into correct posture of steel-framed column
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JP2003074188A (en) * 2001-09-05 2003-03-12 Mitsuhisa Fujimoto Unevenness correcting device
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