JP6954752B2 - Tube lifting device - Google Patents

Tube lifting device Download PDF

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JP6954752B2
JP6954752B2 JP2017055993A JP2017055993A JP6954752B2 JP 6954752 B2 JP6954752 B2 JP 6954752B2 JP 2017055993 A JP2017055993 A JP 2017055993A JP 2017055993 A JP2017055993 A JP 2017055993A JP 6954752 B2 JP6954752 B2 JP 6954752B2
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pipe
new pipe
base member
new
sheath
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JP2018159407A (en
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弘司 藤田
弘司 藤田
下保 哲二
哲二 下保
吉田 義徳
義徳 吉田
冨田 直岐
直岐 冨田
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Kurimoto Ltd
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Kurimoto Ltd
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この発明は、上水道、ガス、下水道等に用いる流体輸送用配管を、既設のさや管内に配設する工法に用いられ、さや管内に配設する新管を走行用台車に載せてそのさや管内に搬入し、所定の場所において、走行用台車を取り外す際等に使用される管持ち上げ装置に関するものである。 The present invention is used in a construction method in which fluid transportation pipes used for water supply, gas, sewerage, etc. are arranged in an existing sheath pipe, and a new pipe arranged in the sheath pipe is placed on a traveling carriage and placed in the sheath pipe. It relates to a pipe lifting device used when carrying in and removing a traveling carriage at a predetermined place.

ダクタイル鋳鉄管等の各種流体輸送用配管を地中に埋設する工法として、推進工法やシールド工法等によって新設された管をさや管(鞘管)とし、その内部に、ダクタイル鋳鉄管等の新しい管(以下、単に「新管」という。)を配設する工法が採用される場合がある。また、既に供用されている既設管をさや管として、その内部に口径の小さい新管を挿入して管路を更新する工法が採用される場合もある。 As a method of burying various fluid transportation pipes such as ductile cast iron pipes in the ground, pipes newly installed by the propulsion method or shield method are used as sheath pipes (sheath pipes), and new pipes such as ductile cast iron pipes are inside. (Hereinafter, simply referred to as "new pipe") may be adopted. In some cases, an existing pipe that is already in service is used as a sheath pipe, and a new pipe having a small diameter is inserted into the sheath pipe to renew the pipe line.

この種の一工法を図3に示し、この工法は、地中に埋設されたさや管P’内の所定の配設場所に新管Pを運搬し、先行きの新管Pの受口2に後行きの新管(持込管)Pの挿し口1を順々に接続して管路を構築する。
その新管Pの運搬は、新管Pに走行用台車(運搬台車)3が取り付けられ、走行用台車3には車輪3aが設けられており、その車輪3aのレールR上の転動により、新管Pがさや管P’内を走行する。このため、電動作業車4による牽引や推進により新管Pはさや管P’内を走行して、所定の配設箇所へ運搬される。図中、5は走行用台車3と電動作業車4及び台車間を連結する連結装置、6は新管Pの心出し用油圧ジャッキ、Mは作業員である(特許文献1段落0017〜同0021、図1、2参照)。
新管Pが所定の配設箇所に運搬された後、走行用台車3を取り外す際は、その新管Pを一時持ち上げる必要がある。このため、さや管P’内において管持ち上げ装置が用いられる。
One construction method of this type is shown in FIG. 3, in which the new pipe P is transported to a predetermined arrangement place in the sheath pipe P'buried in the ground and used as the socket 2 of the new pipe P in the future. A pipeline is constructed by connecting the insertion ports 1 of the new pipe (carry-in pipe) P to the rear in order.
For the transportation of the new pipe P, a traveling carriage (transporting carriage) 3 is attached to the new pipe P, and the traveling carriage 3 is provided with wheels 3a, and the rolling of the wheels 3a on the rail R causes the new pipe P to be transported. The new pipe P runs in the sheath pipe P'. Therefore, the new pipe P travels in the sheath pipe P'by being towed or propelled by the electric work vehicle 4, and is transported to a predetermined arrangement location. In the figure, 5 is a connecting device for connecting the traveling carriage 3, the electric work platform 4 and the carriage, 6 is a hydraulic jack for centering the new pipe P, and M is a worker (Patent Document 1, paragraphs 0017 to 0021). , See Figures 1 and 2).
When the traveling carriage 3 is removed after the new pipe P has been transported to a predetermined arrangement location, it is necessary to temporarily lift the new pipe P. Therefore, a pipe lifting device is used in the sheath pipe P'.

管持ち上げ装置Aとして、図3、図4に示すように、鋼管やコンクリート管(ヒューム管)等のさや管P’内面間に架け渡される水平方向のベース部材30と、そのベース部材30に設けられる新管Pの上下径方向のねじジャッキ31とからなり、そのねじジャッキ31の上端を新管Pの受口2の上端にフック32により係止し、ねじジャッキ31を伸長することによって、新管Pを持ち上げるものがある(特許文献1、図1、2等参照)。
また、新管Pの受口2の下方に対のジャッキを取り付け、そのジャッキの進退ロッドをさや管P’内面に押し付けることによる反力によって、新管Pを持ち上げる管持ち上げ装置もある(特許文献2、図4等参照)。
As shown in FIGS. 3 and 4, the pipe lifting device A is provided on a horizontal base member 30 spanning between the inner surfaces of sheath pipes P'such as steel pipes and concrete pipes (Hume pipes), and the base member 30 thereof. The new pipe P is composed of a screw jack 31 in the vertical radial direction, and the upper end of the screw jack 31 is locked to the upper end of the receiving port 2 of the new pipe P by a hook 32, and the screw jack 31 is extended to extend the new pipe P. Some lift the pipe P (see Patent Document 1, FIGS. 1, 2, etc.).
There is also a pipe lifting device that lifts the new pipe P by attaching a pair of jacks below the socket 2 of the new pipe P and pressing the advancing / retreating rod of the jack against the inner surface of the sheath pipe P'(Patent Document). 2. See Fig. 4 etc.).

特開2016−223599号公報Japanese Unexamined Patent Publication No. 2016-2235999 特開2014−141997号公報Japanese Unexamined Patent Publication No. 2014-141997

上記従来の特許文献1記載の管持ち上げ装置Aは、新管Pの受口上部を挟持しており、その挟持によって管内面が損傷する場合があった。
また、特許文献2の管持ち上げ装置も、新管Pの受口2にジャッキを取り付けているため、同様に、管内面が損傷する恐れがある。
新管Pの内面は塗装が施された流体の流通面であるため、その面が損傷するのは好ましくない。
さらに、従来の管持ち上げ装置は、部品点数も多く、その取り付け作業や解体作業に手間と時間を費やしている。
The conventional pipe lifting device A described in Patent Document 1 sandwiches the upper portion of the receiving port of the new pipe P, and the sandwiching may damage the inner surface of the pipe.
Further, since the pipe lifting device of Patent Document 2 also has a jack attached to the receiving port 2 of the new pipe P, the inner surface of the pipe may be damaged in the same manner.
Since the inner surface of the new pipe P is a flow surface for the painted fluid, it is not preferable that the surface is damaged.
Further, the conventional pipe lifting device has a large number of parts, and it takes time and effort to install and disassemble the pipe.

この発明は、以上の実状の下、他の新規な構成で新管を持ち上げるようにすることを課題とする。 An object of the present invention is to lift a new pipe with another novel configuration under the above circumstances.

上記課題を達成するため、この発明は、新管の下部両側を、さや管に固定のジャッキによって押し上げることとしたのである。
新管の外周面で持ち上げるため、管内面が損傷する恐れはない。
In order to achieve the above object, the present invention has decided to push up both lower sides of the new pipe by jacks fixed to the sheath pipe.
Since it is lifted on the outer peripheral surface of the new pipe, there is no risk of damage to the inner surface of the pipe.

この発明の具体的構成としては、新管をさや管内で走行させるために用いる走行用台車を前記新管から取り外す際に、その新管を持ち上げる管持ち上げ装置において、前記さや管の内面間に架け渡されるベース部材と、前記ベース部材とさや管の内面との間に設けてベース部材をさや管に固定する突っ張り材と、前記ベース部材の両端部にそれぞれ固定したジャッキとを有し、両ジャッキの進退ロッドは新管の水平中心線より下側外面の垂直中心線の両側に当接して新管を持ち上げる構成を採用したのである。 As a specific configuration of the present invention, in a pipe lifting device that lifts the new pipe when the traveling carriage used for running the new pipe in the sheath pipe is removed from the new pipe, the pipe is hung between the inner surfaces of the sheath pipe. Both jacks have a base member to be passed, a tension member provided between the base member and the inner surface of the sheath pipe to fix the base member to the sheath pipe, and jacks fixed to both ends of the base member. The advancing / retreating rod of the new pipe has adopted a structure in which the new pipe is lifted by contacting both sides of the vertical center line on the outer surface below the horizontal center line of the new pipe.

この構成において、前記ベース部材は上方に湾曲しているものとすれば、新管の下方の中央部にスペースができるため、そのスペースに台車が通ることが可能となり、一方、ベース部材の両端はさや管の下方に位置するため、ジャッキをさや管の下方に位置させ易くなる。 In this configuration, if the base member is curved upward, a space is created in the lower central portion of the new pipe, so that the trolley can pass through the space, while both ends of the base member are Since it is located below the sheath tube, it is easy to position the jack below the sheath tube.

この発明は、以上のように、新管をその外周面でもって持ち上げるようにしたので、新管内面を損傷させることなく、安定して持ち上げることができる。 In the present invention, as described above, the new pipe is lifted by the outer peripheral surface thereof, so that the new pipe can be lifted stably without damaging the inner surface of the new pipe.

この発明に係る管持ち上げ装置の一実施形態を示し、(a)は縦断面図、(b)は切断右側面図An embodiment of a pipe lifting device according to the present invention is shown, (a) is a vertical sectional view, and (b) is a right side view of cutting. この発明に係る管持ち上げ装置の他の実施形態を示し、(a)は縦断面図、(b)は切断右側面図Other embodiments of the pipe lifting device according to the present invention are shown, (a) is a vertical sectional view, and (b) is a right side view of cutting. 従来の管持ち上げ装置の一例の概略縦断面図Schematic vertical cross-sectional view of an example of a conventional pipe lifting device (a)は図3の要部拡大図、(b)は同切断右側面図(A) is an enlarged view of the main part of FIG. 3, and (b) is a right side view of the same cut.

この発明に係る管持ち上げ装置の一実施形態を図1に示し、この実施形態は、図3に示す、従来と同様に、地中に埋設されたさや管P’内に新管Pを配設するために、その新管Pを走行用台車3に載せてさや管P’内の所定の配設場所に運搬した後、走行用台車3を新管Pの下から引き抜く際、新管Pを持ち上げるために用いる管持ち上げ装置10である。さや管P’は、鋼管、コンクリート管(ヒューム管)、シールド管(トンネル)などが採用され、新管Pには、コンクリート管、ダクタイル鋳鉄管などが採用される。 An embodiment of the pipe lifting device according to the present invention is shown in FIG. 1, and in this embodiment, a new pipe P is arranged in a sheath pipe P'buried in the ground as in the conventional case shown in FIG. In order to do so, the new pipe P is placed on the traveling trolley 3 and transported to a predetermined arrangement place in the sheath pipe P', and then when the traveling trolley 3 is pulled out from under the new pipe P, the new pipe P is pulled out. It is a pipe lifting device 10 used for lifting. Steel pipes, concrete pipes (Hume pipes), shield pipes (tunnels) and the like are adopted as the sheath pipe P', and concrete pipes, ductile cast iron pipes and the like are adopted as the new pipe P.

新管Pは、内面が塗装流通面となった受口2に挿し口1を挿入して継ぎ合わせる継手構造であり、さや管P’内に持ち込まれた後、先行きの新管Pの受口2に後行きの新管Pの挿し口1を順々に接続して複数の新管Pからなる管路を構築する。
なお、新管P同士の継手部の形態は、管路の用途や仕様に応じて適宜選択される。例えば、挿し口1の先端に突起、受口2の内面にロックリングがそれぞれ設けられて、ゴム輪等を介在した状態で挿し口1を受口2に挿し込んだ後、押し輪によってゴム輪を挿し口1と受口2との間の間隙に押し込んでシールした構造を採用することができる。
The new pipe P has a joint structure in which the insertion port 1 is inserted into the receiving port 2 whose inner surface is the painted distribution surface and joined, and after being brought into the sheath pipe P', the receiving port of the new pipe P in the future The insertion port 1 of the new pipe P to be connected to 2 is connected in order to construct a pipe line composed of a plurality of new pipes P.
The form of the joint portion between the new pipes P is appropriately selected according to the application and specifications of the pipe line. For example, a protrusion is provided at the tip of the insertion port 1 and a lock ring is provided on the inner surface of the receiving port 2, and the insertion port 1 is inserted into the receiving port 2 with a rubber ring or the like interposed therebetween. It is possible to adopt a structure in which the rubber is pushed into the gap between the insertion port 1 and the receiving port 2 to seal the rubber.

この実施形態の管持ち上げ装置10は、図1に示すように、さや管P’の下方内面間に架け渡されるベース部材11と、ベース部材11をさや管P’に固定する突っ張り材12と、ベース部材11の両端部にそれぞれ固定したジャッキ13とを有する。 As shown in FIG. 1, the pipe lifting device 10 of this embodiment includes a base member 11 bridged between the lower inner surfaces of the sheath pipe P', a tension member 12 for fixing the base member 11 to the sheath pipe P', and a support member 12. It has jacks 13 fixed to both ends of the base member 11.

ベース部材11は、角形鋼材、H型鋼材等からなり、強化プラスチック材も使用することができ、走行用台車3の引き出しに支障がない限度において、さや管P’内のできるだけ下方に位置させる。
突っ張り材12は、ねじジャッキ式となっており、ボルト状雄ねじ12aを雌ねじ12bにねじ込むことによってその長さが変化する。このため、同図に示すように、ベース部材11とさや管P’の上内面(天井面)との間に設けて、雄ねじ12aを雌ねじ12bに対して進行させると、ベース部材11とさや管P’の天井面の間で突っ張って、ベース部材11をさや管P’に固定する。
The base member 11 is made of a square steel material, an H-shaped steel material, or the like, and a reinforced plastic material can also be used.
The tension member 12 is of a screw jack type, and its length is changed by screwing a bolt-shaped male screw 12a into a female screw 12b. Therefore, as shown in the figure, when the male screw 12a is provided between the base member 11 and the upper inner surface (ceiling surface) of the sheath pipe P'and the male screw 12a is advanced with respect to the female screw 12b, the base member 11 and the sheath pipe are formed. The base member 11 is fixed to the sheath tube P'by stretching between the ceiling surfaces of P'.

ジャッキ13は、油圧ジャッキやねじジャッキを採用できる。そのジャッキ13のベース部材11の両端部における新管Pの下側への取付固定は、ブラケット14及びジャッキホルダ15を介して行う。ブラケット14は、ベース部材11にねじ止めされたコ字状部材14aとそのコ字状部材14aの下側フランジから下方に延びる取付片14bを有しており、その取付片14bにジャッキホルダ15がねじ止め固定されている。
そのジャッキホルダ15にジャッキ13が嵌められて支持固定されており、ベース部材11両端のジャッキ13の進退ロッド13aは新管Pの垂直中心線cの下方対称位置に向いている。そのロッド13aの向きは、取付板14bに対するジャッキホルダ15の取付角度によって調整する。
As the jack 13, a hydraulic jack or a screw jack can be adopted. The mounting and fixing of the new pipe P at both ends of the base member 11 of the jack 13 to the lower side is performed via the bracket 14 and the jack holder 15. The bracket 14 has a U-shaped member 14a screwed to the base member 11 and a mounting piece 14b extending downward from the lower flange of the U-shaped member 14a, and the jack holder 15 is attached to the mounting piece 14b. It is fixed with screws.
The jack 13 is fitted to the jack holder 15 to be supported and fixed, and the advancing / retreating rods 13a of the jacks 13 at both ends of the base member 11 are oriented downward symmetrical positions of the vertical center line c of the new pipe P. The orientation of the rod 13a is adjusted by the mounting angle of the jack holder 15 with respect to the mounting plate 14b.

この実施形態は以上の構成であり、この実施形態の管持ち上げ装置10によって、新管Pを持ち上げるには、図1に示すように、まず、さや管P’の水平中心線bより下方にベース部材11を架け渡し、突っ張り材12でベース部材11をさや管P’内に固定する。 This embodiment has the above configuration, and in order to lift the new pipe P by the pipe lifting device 10 of this embodiment, first, as shown in FIG. 1, the base is below the horizontal center line b of the sheath pipe P'. The member 11 is bridged, and the base member 11 is fixed in the sheath pipe P'with the tension member 12.

つぎに、そのベース部材11の両端にジャッキ13を取り付ける。この取付はベース部材11をさや管P’に固定する前でも後でも良いが、ブラケット14、ジャッキホルダ15、ジャッキ13の順で取り付ける等とする。このとき、ジャッキ13のロッド13aを新管Pの外周面に当接させて良い。ロッド13aの先端部(当接部)には、ゴム等の緩衝部材を取り付けることが好ましい。 Next, jacks 13 are attached to both ends of the base member 11. This attachment may be performed before or after fixing the base member 11 to the sheath tube P', but the bracket 14, the jack holder 15, and the jack 13 are attached in this order. At this time, the rod 13a of the jack 13 may be brought into contact with the outer peripheral surface of the new pipe P. It is preferable to attach a cushioning member such as rubber to the tip end portion (contact portion) of the rod 13a.

その状態で、ジャッキ13のロッド13aを進行させると、そのロッド13aは新管Pの左右対称の下方外周面に下側から当接し、又は当接しているため、その上方への進行に伴って、図1(b)鎖線に示すように、新管Pの端部がその内面の塗装流通面を損傷することなく持ち上がる。
新管Pが所要高さ持ち上がれば、従来と同様にして、新管Pの下方から走行用台車3を
引き出し、走行用台車3が新管Pの下から離脱して所定の位置に到達すれば、ジャッキ13のロッド13aを後退させて、さや管P’の底の所定の高さに新管Pを受け台を介在して載置する。その後、ジャッキ13を取り外し、突っ張り材12、ベース部材11もさや管P’から取外し作業を終了する。
In this state, when the progress of the rod 13a of the jack 13, the rod 13a is in contact with the lower side beneath the outer peripheral surface of the symmetrical new pipe P, or because it is in contact, with the progress of the above it As shown by the chain line in FIG. 1 (b), the end portion of the new pipe P is lifted without damaging the coating distribution surface on the inner surface thereof.
When the new pipe P is lifted to the required height, the traveling trolley 3 is pulled out from below the new pipe P, and the traveling trolley 3 separates from under the new pipe P and reaches a predetermined position in the same manner as before. For example, the rod 13a of the jack 13 is retracted, and the new pipe P is placed at a predetermined height at the bottom of the sheath pipe P'with the new pipe P interposed therebetween. After that, the jack 13 is removed, and the tension member 12 and the base member 11 are also removed from the sheath tube P'to complete the work.

図2には、他の実施形態の管持ち上げ装置を示し、この管持ち上げ装置は、上記実施形態において、ベース部材11を上方湾曲状(上向きアーチ状)としたものである。このように、上方湾曲状とすれば、新管Pの下方の中央部にスペースができるため、そのスペースに走行用台車3が通ることが可能となり、一方、ベース部材11の両端はさや管P’の下方に位置する。このため、ジャッキ13をさや管の下方に位置させることができ、ブラケット14を省略したり、その形状の簡略化を図ったりすることができる。図2においては、ベース部材11にジャッキホルダ15をボルト・ナット16で直接に取り付けている。
この実施形態の管持ち上げ装置も、同様に、ジャッキ13のロッド13aを進行させて、新管Pの端部を持ち上げる。
FIG. 2 shows a pipe lifting device of another embodiment, in which the base member 11 has an upward curved shape (upward arch shape) in the above embodiment. In this way, if the shape is curved upward, a space is created in the central portion below the new pipe P, so that the traveling carriage 3 can pass through the space, while both ends of the base member 11 are sheath pipes P. Located below the'. Therefore, the jack 13 can be positioned below the sheath tube, the bracket 14 can be omitted, and the shape thereof can be simplified. In FIG. 2, the jack holder 15 is directly attached to the base member 11 with bolts and nuts 16.
Similarly, in the pipe lifting device of this embodiment, the rod 13a of the jack 13 is advanced to lift the end portion of the new pipe P.

上記実施形態は、さや管P’がその内面にリブを有しないものであったが、そのリブを有するさや管P’(特許文献2図2〜図4等参照)であっても、この発明を採用し得ることは勿論である。突っ張り材12の本数は一本に限らず、ベース部材11の長さ方向に複数設けることができる。このとき、各突っ張り材12は垂直中心線cに対して対称位置とすることが好ましい。
また、この実施形態では、新管Pの持ち上げを、受口2側で行ったが、さや管P’内における新管Pの向きによっては、挿し口1側で持ち上げることも可能である。
このように、今回開示された実施の形態はすべての点で例示であって制限的なものではないと考えられるべきである。この発明の範囲は、特許請求の範囲によって示され、特許請求の範囲と均等の意味および範囲内でのすべての変更が含まれることが意図される。
In the above embodiment, the sheath tube P'has no ribs on its inner surface, but even if the sheath tube P'has the ribs (see Patent Document 2, FIGS. 2 to 4, etc.), the present invention Of course, can be adopted. The number of the tension members 12 is not limited to one, and a plurality of tension members 12 may be provided in the length direction of the base member 11. At this time, it is preferable that each of the tension members 12 is positioned symmetrically with respect to the vertical center line c.
Further, in this embodiment, the new pipe P is lifted on the receiving port 2 side, but it is also possible to lift the new pipe P on the insertion port 1 side depending on the direction of the new pipe P in the sheath pipe P'.
Thus, the embodiments disclosed this time should be considered to be exemplary in all respects and not restrictive. The scope of the present invention is indicated by the claims and is intended to include all modifications within the meaning and scope equivalent to the claims.

1 挿し口
2 受口
3 走行用台車(運搬台車)
4 電動作業車
5 連結装置
10 管持ち上げ装置
11 ベース部材
12 突っ張り材
13 ジャッキ
13a ジャッキの進退ロッド
14 ブラケット
15 ジャッキホルダ
16 ジャッキホルダ取付用ボルト・ナット
P 新管
P’さや管
1 Insertion port 2 Receptacle 3 Traveling trolley (transporting trolley)
4 Electric work vehicle 5 Connecting device 10 Pipe lifting device 11 Base member 12 Strut material 13 Jack 13a Jack advance / retreat rod 14 Bracket 15 Jack holder 16 Jack holder mounting bolt / nut P New pipe P'Sheath pipe

Claims (2)

内面が塗装流通面となった新管(P)をさや管(P’)内で走行させるために用いる走行用台車(3)を前記新管(P)から取り外す際に、その新管(P)を持ち上げる管持ち上げ装置であって、
前記さや管(P’)の内面間に架け渡されるベース部材(11)と、前記ベース部材(11)とさや管(P’)の内面との間に設けて前記ベース部材(11)をさや管(P’)に固定する突っ張り材(12)と、前記ベース部材(11)の両端部にそれぞれ固定して新管(P)の下側に位置するジャッキ(13)とを有し、両ジャッキ(13)の進退ロッド(13a)は、新管(P)の水平中心線(b)より下側外面の垂直中心線(c)の両側に下側から当接し、その進退ロッド(13a)の上方への進行により前記新管(P)をその下側外面でもって持上げて前記塗装流通面を損傷しないように持ち上げる管持ち上げ装置。
When the traveling carriage (3) used to run the new pipe (P) whose inner surface is the painted distribution surface in the sheath pipe (P') is removed from the new pipe (P), the new pipe (P) ) Is a pipe lifting device that lifts
The base member (11) is provided between the base member (11) bridged between the inner surfaces of the sheath pipe (P') and the inner surface of the base member (11) and the sheath pipe (P'), and the base member (11) is sheathed. It has a tension member (12) fixed to the pipe (P') and a jack (13) fixed to both ends of the base member (11) and located below the new pipe (P). The advancing / retreating rod (13a) of the jack (13) abuts on both sides of the vertical center line (c) on the outer surface below the horizontal center line (b) of the new pipe (P) from below, and the advancing / retreating rod (13a) A pipe lifting device that lifts the new pipe (P) with its lower outer surface by advancing upward so as not to damage the painted distribution surface.
前記ベース部材(11)は上方に湾曲している請求項1に記載の管持ち上げ装置。 The pipe lifting device according to claim 1, wherein the base member (11) is curved upward.
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