JP4421509B2 - Prevention of iron pipe deformation - Google Patents

Prevention of iron pipe deformation Download PDF

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JP4421509B2
JP4421509B2 JP2005151064A JP2005151064A JP4421509B2 JP 4421509 B2 JP4421509 B2 JP 4421509B2 JP 2005151064 A JP2005151064 A JP 2005151064A JP 2005151064 A JP2005151064 A JP 2005151064A JP 4421509 B2 JP4421509 B2 JP 4421509B2
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iron pipe
receiving
seat
pipe
handle
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JP2006329255A (en
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勉 鳥山
秀夫 竹村
隆志 七野
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Kurimoto Ltd
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この発明は、地中に埋設される配水管(排水管も含む)として使用される大径の鉄管の変形防止具及びその変形防止構造に関するものである。   The present invention relates to a deformation prevention tool for a large-diameter iron pipe used as a distribution pipe (including a drain pipe) buried in the ground and a deformation prevention structure thereof.

上下水道、農業配水路、工業排水路などの水路には、900〜1800径以上の大口径の鉄管が使用される。その鉄管は、通常、工場において製造されてストック(貯留)され、必要に応じて現場に運搬され、さらに、現場においても、一定期間ストックされる。
そのとき、大径鉄管は、ストック時に自重によって変形したり、運搬時の振動などによって変形する。また、今日のコスト削減の要請から、鉄管も薄肉化の傾向にあり、その変形度合は大きくなりつつある。
その変形が、挿し口側又は受口側であると、両者の径相違によって、鉄管同士の接合(受口への挿し口の挿し込み)が円滑に行なわれなかったり、最悪の場合には、接合できない場合がある。
その場合には、種々の変形矯正装置によってその変形を矯正している(特許文献1等参照)。
特開平11ー10231号公報
Large diameter steel pipes having a diameter of 900 to 1800 or more are used in waterways such as water and sewage systems, agricultural water distribution channels, and industrial drainage channels. The iron pipe is usually manufactured and stocked (stored) in a factory, transported to the site as needed, and also stocked for a certain period of time on the site.
At that time, the large-diameter iron pipe is deformed by its own weight when stocking, or deformed by vibration during transportation. In addition, due to today's demand for cost reduction, iron pipes are also becoming thinner, and the degree of deformation is increasing.
If the deformation is on the insertion port side or on the reception port side, due to the difference in diameter between the two steel pipes (insertion of the insertion port into the reception port) is not smoothly performed, or in the worst case, It may not be possible to join.
In that case, the deformation | transformation is corrected with various deformation correction apparatuses (refer patent document 1 etc.).
Japanese Patent Laid-Open No. 11-10231

しかし、鉄管が大口径になれば、その変形矯正装置も大型化してコストアップに繋がり、また、その矯正作業は煩わしい。
このため、従来では、図6、図7に示すように、鉄管Tの開口部(挿し口又は受口)内に、その内周の複数の対向面に枕木等からなる受座1をそれぞれ設け、その各対向面の両受座1、1間に木製角材2を設けるとともに、その角材2の一端と受座1の間に木製楔(矢)3を打ち込んで、その鉄管Tの前記対向面間を所要の張りにして変形を防止している。図中、tはモルタル層である。
However, if the iron pipe has a large diameter, the deformation correction device is also enlarged, leading to an increase in cost, and the correction work is troublesome.
For this reason, conventionally, as shown in FIG. 6 and FIG. 7, the seats 1 made of sleepers or the like are provided on the plurality of opposed surfaces on the inner periphery in the opening (insertion or receiving port) of the iron pipe T, respectively. A wooden square 2 is provided between both receiving seats 1 and 1 of each facing surface, and a wooden wedge (arrow) 3 is driven between one end of the square 2 and the receiving seat 1 so that the facing surface of the iron pipe T is provided. The required tension is applied to prevent deformation. In the figure, t is a mortar layer.

また、工場、現場での管ストック時の変形防止装置として、管をローラで回転させるものがある(特許文献2参照)。
特開2003−307284号公報
Moreover, there exists a thing which rotates a pipe | tube with a roller as a deformation | transformation prevention apparatus at the time of pipe | tube stock in a factory and the field (refer patent document 2).
JP 2003-307284 A

上記従来の木製角材2の場合、その角材2はその乾燥が十分でなかったり、雨などによる水濡れ・乾燥によって伸縮し、その伸縮によって上記張り力が変化し、その繰り返しによって変形防止力が低下する場合があり、最悪の場合には、楔3の拡張力がなくなって角材2が脱落する場合がある。脱落すれば、変形防止力は全く働かなくなる。
このため、従来では、楔3を受座1に釘止めするなどして、楔3の弛みによる角材2の脱落を防止する手段を講じたりしている。
In the case of the above-mentioned conventional wooden slab 2, the slab 2 is not sufficiently dried, or expands and contracts due to wetness and drying due to rain, etc., and the tension changes due to the expansion and contraction, and the deformation prevention force decreases due to repetition. In the worst case, the expansion force of the wedge 3 is lost and the square member 2 may fall off. If it falls off, the deformation prevention force will not work at all.
For this reason, conventionally, a means for preventing the falling off of the square member 2 due to the loosening of the wedge 3 is taken by, for example, nailing the wedge 3 to the receiving seat 1.

しかし、釘止めすると、角材2の装着後の対向面間の微調整が困難となる不都合が生じ、また、解体時、その釘を抜く作業は煩わしく、一般的には、角材2を鋸で切断している。このため、一度使用した角材2の再利用は殆ど不可能であるとともに、廃棄物の増加による環境負荷の問題があった。   However, if the nails are fastened, there arises a problem that it becomes difficult to finely adjust the opposing surfaces after the square member 2 is mounted, and the operation of removing the nails is troublesome at the time of dismantling, and the square member 2 is generally cut with a saw. is doing. For this reason, it is almost impossible to reuse the square bar 2 once used, and there is a problem of environmental load due to an increase in waste.

さらに、楔3による対向面間の長さ調整には、高度な熟練技能を必要とし、その人員確保が困難である。このため、その角材2の装着時、楔3の打ち込み力(量)が小さくて、楔3が脱落する場合や、逆に、楔3の打ち込み過ぎによって、鉄管Tが変形するなどの事故が起きている。   Furthermore, the adjustment of the length between the opposing surfaces by the wedge 3 requires highly skilled skills, and it is difficult to secure the personnel. For this reason, when the square member 2 is mounted, the wedge 3 has a small driving force (amount) and the wedge 3 falls off, or conversely, an accident such as deformation of the iron pipe T due to excessive driving of the wedge 3 occurs. ing.

一方、特許文献2記載の管変形防止装置は、大がかりであり、コスト的に問題がある。   On the other hand, the pipe deformation preventing device described in Patent Document 2 is large and has a problem in cost.

この発明は、上記の実情に鑑みて、安価にして、鉄管内周の対向面間の張り固定を容易かつ安定的に行えるようにすることを課題とする。   In view of the above circumstances, it is an object of the present invention to make it possible to easily and stably fix a tension between opposing surfaces of an inner periphery of an iron pipe.

上記課題を達成するために、この発明は、鉄管内周の対向面間をネジジャッキによって張り固定することとしたのである。
ネジジャッキは、手動等によって容易に伸縮させることができるとともに、その伸縮度合の調整にも熟練を要することなく、簡単かつ容易にすることができる。
また、ネジジャッキは、楔の打ち込みによる張りに比べれば、その張り状態の弛みは少ない。このため、角材2と楔3の変形防止に比べれば、その防止機能は安定する。
さらに、鉄管の接合時には、そのネジジャッキの伸縮により、鉄管の矯正もすることができ、その接合作用が容易となる。
In order to achieve the above object, according to the present invention, the opposing surfaces on the inner periphery of the iron pipe are fixed with a screw jack.
The screw jack can be easily expanded and contracted manually or the like, and adjustment of the expansion / contraction degree can be easily and easily performed without requiring skill.
Further, the screw jack has less slackness in the tensioned state than the tension due to the wedge driving. For this reason, compared with prevention of deformation of the square member 2 and the wedge 3, the prevention function is stable.
Furthermore, at the time of joining the iron pipe, the iron pipe can be corrected by the expansion and contraction of the screw jack, and the joining action becomes easy.

この発明は、以上のように、ネジジャッキによって、鉄管の内面を張ってその変形を防止するようにしたので、その構造は安価であって、その操作も容易であり、また、その防止作用も安定する。   In the present invention, as described above, the inner surface of the iron pipe is stretched by the screw jack to prevent the deformation thereof. Therefore, the structure is inexpensive, the operation is easy, and the prevention action is also provided. Stabilize.

この発明の一実施形態としては、鉄管内周の対向面間に設ける鉄管変形防止具において、前記対向面にそれぞれ圧接される受座と、その両受座間に設けたネジジャッキとから成り、そのネジジャッキの伸縮・固定によって、前記受座間の長さを調節するともに任意の長さで固定して、鉄管の変形を防止する構成を採用することができる。
この構成の鉄管変形防止具は、鉄管の内面に放射状に設けて(鉄管内側に周囲所要間隔にその径方向に設けて)鉄管の周囲をほぼ同一の力で張って変形を防止する。その放射状の設置態様は、例えば、鉄管内面周囲、90度や60度等の等間隔、120度と60度等の混合間隔とする。
As one embodiment of the present invention, in the iron pipe deformation prevention device provided between the opposing surfaces of the inner periphery of the iron pipe, the device includes a receiving seat pressed against each of the opposing surfaces, and a screw jack provided between the receiving seats. It is possible to adopt a configuration in which the length between the seats is adjusted and fixed at an arbitrary length by expansion and contraction of the screw jack to prevent deformation of the iron pipe.
The iron pipe deformation preventing device having this configuration is provided radially on the inner surface of the iron pipe (provided radially inside the iron pipe at a required interval around the iron pipe) to prevent deformation by stretching the circumference of the iron pipe with substantially the same force. The radial installation mode is, for example, the inner periphery of the iron pipe, equal intervals such as 90 degrees and 60 degrees, and mixing intervals such as 120 degrees and 60 degrees.

また、他の実施形態としては、鉄管内周の所要位置に受座を設けるとともに、前記鉄管の中心に受座を設け、その中心受座と前記鉄管内面の各受座間にネジジャッキを設け、そのネジジャッキの伸縮・固定によって、前記受座間の長さを調節するともに任意の長さで固定して、鉄管の変形を防止する構成を採用することができる。
この構成の鉄管変形防止具は、鉄管の内面(内側)に設ければ、その径方向にネジジャッキを有して、その各ネジジャッキの伸長によって鉄管の周囲所要位置をほぼ同一の力で張って変形を防止する。その所要位置は、例えば、鉄管内面周囲、90度や60度等の等間隔、120度と60度等の混合間隔とする。
Further, as another embodiment, a seat is provided at a required position on the inner periphery of the iron pipe, a seat is provided at the center of the iron pipe, and a screw jack is provided between the center seat and each seat on the inner surface of the iron pipe, It is possible to adopt a configuration in which the length between the seats is adjusted and fixed at an arbitrary length by expansion / contraction / fixation of the screw jack to prevent deformation of the iron pipe.
When the iron pipe deformation prevention device of this configuration is provided on the inner surface (inner side) of the iron pipe, it has a screw jack in its radial direction, and the extension of each screw jack stretches the required position around the iron pipe with almost the same force. To prevent deformation. The required position is, for example, the inner circumference of the iron pipe, equal intervals such as 90 degrees and 60 degrees, and mixing intervals such as 120 degrees and 60 degrees.

これらの鉄管変形防止具において、上記ネジジャッキには、市販の種々の構成のものを採用できるが、例えば、一方の受座に設けたネジ棒と、そのネジ棒にねじ込まれたハンドルと、他方の受座に設けた支持管とから成る構成のものを採用できる。
このネジジャッキは、支持管をネジ棒に進退自在に嵌め込んで、その先端をネジ棒にねじ込まれたハンドルに当接し、そのハンドルを回すことによって、ネジ棒に対し支持管を進退させ、その支持管の進行によって、両受座間を張って鉄管の対向面間を張り、その変形を防止する。
In these iron pipe deformation prevention devices, commercially available various types of screw jacks can be used. For example, a screw rod provided on one receiving seat, a handle screwed into the screw rod, and the other It is possible to employ a configuration comprising a support tube provided in the seat.
In this screw jack, the support tube is fitted into the screw rod so as to be able to advance and retract, and the tip of the screw jack contacts the handle screwed into the screw rod, and the handle tube is rotated to advance and retract the screw tube. With the progress of the support pipe, both the seats are stretched and the opposing surfaces of the iron pipe are stretched to prevent deformation.

このとき、上記ネジ棒の上記ハンドルの一方の受座側に固定具をねじ込んだものとすると、ハンドルによる張り調整後、その固定具をハンドルに圧接すれば、ダブルナット構造となって、ハンドルの弛みを確実に防止する。この固定具によるロックは、輸送時等の振動を受ける場合に有効である。   At this time, assuming that a fixing tool is screwed into one seat side of the handle of the screw rod, after adjusting the tension by the handle, when the fixing tool is pressed against the handle, a double nut structure is formed, Make sure to prevent slack. Locking by this fixing tool is effective when receiving vibration during transportation or the like.

また、上記支持管を他方の受座に着脱自在とすれば、受座と支持管を別々に移動できる利点がある。支持管は他の物に比べて長いため、移動時などにおいては、短いことが好ましい。   Further, if the support tube is detachable from the other receiving seat, there is an advantage that the receiving seat and the supporting tube can be moved separately. Since the support tube is long compared to other objects, it is preferable that the support tube be short during movement.

さらに、上記受座は、鉄管の周方向において複数に分割したものとすれば、鉄管の内面への圧接につれてその分割面の間隙を変化させることによって鉄管の内面に沿うようにすることができて、鉄管内面の受座の圧接による損傷、特にモルタル層がある場合にはそのモルタル層の損傷を無くすことができる。   Furthermore, if the seat is divided into a plurality of portions in the circumferential direction of the iron pipe, it can be adapted to follow the inner surface of the iron pipe by changing the gap of the divided surface as the inner surface of the iron pipe is pressed. In addition, damage due to the pressure contact of the inner surface of the iron pipe, particularly when there is a mortar layer, can be eliminated.

一実施例を図1〜図3に示し、この実施例の鉄管変形防止具Aは、ダクタイル鋳鉄からなる円筒状鉄管T内周の対向面にそれぞれ圧接される伸縮方向の端部の受座21と、その両受座21間に設けたネジジャッキ10とから成る。
このネジジャッキ10は、一方の受座(図3において下側の受座)21に受け板11aを介してネジ止めされたネジ棒11と、そのネジ棒11にねじ込まれたハンドル12及びハンドル12と同一物の固定具13と、他方の受座21に設けた支持管14とから成る。
支持管14にはφ48.6×厚さ:2.3mmの鋼管を使用した。この支持管14により、ネジジャッキ10の伸縮に十分抗して後述の鉄管Tの張り作用が確実に確保できた。この支持管14の長さを適宜に選択することによって、呼び径の異なる各鉄管Tに対応する。
One embodiment is shown in FIGS. 1 to 3, and the iron pipe deformation prevention tool A of this embodiment has a seat 21 at the end in the expansion / contraction direction that is in pressure contact with the opposing surface of the inner circumference of the cylindrical iron pipe T made of ductile cast iron. And a screw jack 10 provided between the two seats 21.
The screw jack 10 includes a screw rod 11 screwed to one receiving seat (lower receiving seat in FIG. 3) via a receiving plate 11a, a handle 12 screwed into the screw rod 11, and a handle 12 And a support tube 14 provided on the other receiving seat 21.
The support tube 14 was a steel tube having a diameter of 48.6 × thickness: 2.3 mm. With this support tube 14, the tensioning action of the iron pipe T, which will be described later, can be reliably ensured against the expansion and contraction of the screw jack 10. By appropriately selecting the length of the support pipe 14, it corresponds to each iron pipe T having a different nominal diameter.

受座21は木製枕木からなり、60×60mm角、長さ:120〜300mmの2本の角材21a、21bからなる。この大きさに設定し、長さ方向を管軸方向にすることにより、口径φ900〜2600の鉄管Tの内面、特にモルタル層tを有効に保護する。
他方の受座21には、受筒15が受け板15aを介してネジ固定されており、この受筒15外面に上記支持管14は着脱自在に嵌る。
The seat 21 is made of wooden sleepers, and is made of two square members 21a and 21b having a 60 × 60 mm square and a length of 120 to 300 mm. By setting this size and setting the length direction to the tube axis direction, the inner surface of the iron pipe T having a diameter of φ900 to 2600, particularly the mortar layer t is effectively protected.
A receiving cylinder 15 is screwed to the other receiving seat 21 via a receiving plate 15a, and the support tube 14 is detachably fitted to the outer surface of the receiving cylinder 15.

なお、各受座21が2本の角材21a、21bからなることにより、鉄管Tの内面への圧接につれて、図3鎖線に示すように、受け板11a、15aが屈曲しつつ2本の角材21a、21bがその分割面の間隙変化させて鉄管Tの内面に沿う。このため、さらに、鉄管T内面の受座21の圧接による損傷を極力防止する。受座21の外面(図3の上側の受座21の上側面、同下側の受座21の下側面)を円弧面とすれば、鉄管T内面への沿い度合を高めることができる。また、受座21を受け板11a,15aにルーズに(鎖線のように少し動き得るように)固定すれば、受座21も鉄管T内面に沿い易い。 Each seat 21 is two square bars 21a, by consisting 21b, As the pressure of the inner surface of the iron pipe T, as shown in chain line 3, the receiving plate 11a, while 15a is bent two square bars 21a , 21b extends along the inner surface of the iron pipe T by changing the gap of the split surface. For this reason, damage due to pressure contact of the seat 21 on the inner surface of the iron pipe T is further prevented as much as possible. If the outer surface of the receiving seat 21 (the upper side surface of the upper receiving seat 21 in FIG. 3 and the lower side surface of the lower receiving seat 21 in FIG. 3) is an arc surface, the degree of alignment along the inner surface of the iron pipe T can be increased. Further, if the receiving seat 21 is fixed to the receiving plates 11a and 15a loosely (so that it can move a little like a chain line), the receiving seat 21 can easily follow the inner surface of the iron pipe T.

また、上記受筒15と支持管14は、図3の鎖線に示すように、支持管14のピン16を受筒15のL字状係止孔17に嵌め込み係止するようにすれば、支持管14に受座21を取付け固定でき、その運搬及び鉄管Tへの装填作業が容易となる。この図では、支持管14を受筒15の内面に嵌めることとなるが、ピン16を支持管14の内面に設ければ、支持管14を受筒15の外面に嵌めることとなる。   Further, the receiving tube 15 and the support tube 14 are supported if the pin 16 of the support tube 14 is fitted into the L-shaped locking hole 17 of the receiving tube 15 and locked as shown by a chain line in FIG. The receiving seat 21 can be attached and fixed to the pipe 14, and the transportation and loading work to the iron pipe T is facilitated. In this figure, the support tube 14 is fitted to the inner surface of the receiving tube 15, but if the pin 16 is provided on the inner surface of the support tube 14, the support tube 14 is fitted to the outer surface of the receiving tube 15.

この実施例の鉄管変形防止具Aは、図3の鎖線に示すように、支持管14をネジ棒11に嵌め込み、その先端をハンドル12に当接するとともに、受筒15を支持管14に嵌めて、ハンドル12を回すことによって、ネジ棒11に対し支持管14(他方の受座21)を進退させ得る状態に組み立てる。   In the iron pipe deformation preventing device A of this embodiment, as shown by a chain line in FIG. 3, the support tube 14 is fitted into the screw rod 11, the tip is brought into contact with the handle 12, and the receiving tube 15 is fitted into the support tube 14. Then, by turning the handle 12, the support tube 14 (the other receiving seat 21) is assembled with respect to the screw rod 11 so that it can be advanced and retracted.

このように組み立てた鉄管変形防止具Aは、図1、2に示すように、鉄管T内側に周囲等間隔にその径方向に設け、ハンドル12を回して支持管14を進行させて両受座21、21間に所要の張りを与えて、鉄管Tの周囲等間隔位置をほぼ同一の力で張って、鉄管Tの変形を防止する。所要の張りを得れば、固定具13でもってその張り(ハンドル12)の弛みを防止する。   As shown in FIGS. 1 and 2, the iron pipe deformation preventing device A assembled in this way is provided inside the iron pipe T in the radial direction at equal intervals around the steel pipe T, and the support pipe 14 is advanced by turning the handle 12 to receive both seats. A required tension is given between 21 and 21, and the circumference equidistant position of the iron pipe T is stretched by substantially the same force, and the deformation of the iron pipe T is prevented. Once the required tension is obtained, the fixture 13 prevents the tension (handle 12) from loosening.

図4には他の実施例を示し、この実施例は、鉄管T内周の等間隔位置に枕木からなる受座21を設けるとともに、鉄管Tの中心に受座31を設け、その中心受座31と鉄管T内面の各受座21間にネジジャッキ10を設けたものである。
この実施例のネジジャッキ10も、上記実施例のネジジャッキ10と同様に、鉄管Tの受座31にネジ止めされたネジ棒11と、そのネジ棒11にねじ込まれたハンドル12及び固定具13と、他方の受座21に設けた支持管14等とから成って、その作用は同一である。
FIG. 4 shows another embodiment. In this embodiment, a receiving seat 21 made of sleepers is provided at equal intervals on the inner periphery of the iron pipe T, and a receiving seat 31 is provided at the center of the iron pipe T. A screw jack 10 is provided between 31 and each seat 21 on the inner surface of the iron pipe T.
Similarly to the screw jack 10 of the above embodiment, the screw jack 10 of this embodiment also has a screw rod 11 screwed to the seat 31 of the iron pipe T, and a handle 12 and a fixture 13 screwed into the screw rod 11. And the support tube 14 provided on the other receiving seat 21, etc., and the operation is the same.

この実施例の鉄管変形防止具Aは、同様に、支持管14を各ネジ棒11に嵌め込み、その先端をハンドル12に当接し、そのハンドルを回すことによって、ネジ棒11に対し支持管14を進退させ得る状態に組み立てる。   Similarly, in the iron pipe deformation preventing device A of this embodiment, the support tube 14 is fitted into each screw rod 11, the tip thereof abuts on the handle 12, and the handle is turned to turn the support tube 14 against the screw rod 11. Assemble in a state that can be advanced and retracted.

このように組み立てた鉄管変形防止具Aは、図4に示すように、鉄管T内側にセットした後、各ハンドル12を回して各支持管14を進行させて両各受座21を鉄管Tの内面に圧接し、鉄管Tの周囲等間隔位置をほぼ同一の力で張って変形を防止する。このとき、同様に、各固定具13でもってその張りの弛みを防止する。
この実施例において、各受座21側にネジ棒11を、中心受座31に受筒15を設けたものとすることができる。
As shown in FIG. 4, the iron pipe deformation prevention device A assembled in this way is set inside the iron pipe T, and then rotates each handle 12 to advance each support pipe 14 so that both seats 21 are connected to the iron pipe T. The inner surface is pressed against the inner surface, and evenly spaced positions around the iron pipe T are stretched with substantially the same force to prevent deformation. At this time, similarly, each fixture 13 prevents the looseness of the tension.
In this embodiment, the screw rod 11 can be provided on each receiving seat 21 side, and the receiving tube 15 can be provided on the center receiving seat 31.

上記の各実施例は、鉄管Tの内面周囲四等分位に受座21を当てがったが、その当てがう位置は、図5(a)に示すように、六等分位、同(b)に示すように、八等分位、十等分位などと任意である。図5(a)、(b)は、図3で示す鉄管変形防止具Aの場合であるが、図4に示す鉄管変形防止具Aでは、その各図の鉄管Tの中心に受座31を設け、その受座31から図4に示すように放射状に延びるネジジャッキ10等を設ければよく、この実施例では、三等分位などの奇数分位でも可能である。   In each of the above-described embodiments, the receiving seat 21 is applied to the quartile around the inner surface of the iron pipe T. As shown in FIG. As shown in (b), the octile, decile, etc. are arbitrary. 5 (a) and 5 (b) show the case of the iron pipe deformation preventing device A shown in FIG. 3, but the iron pipe deformation preventing device A shown in FIG. 4 has a seat 31 at the center of the iron tube T in each drawing. It is only necessary to provide a screw jack 10 or the like extending radially from the receiving seat 31 as shown in FIG. 4, and in this embodiment, odd-numbered quantiles such as tertiles are also possible.

[実験例]
呼び径φ1800のダクタイル鋳鉄直管を、図3に示す実施例の鉄管変形防止具Aにより、図5(b)に示す態様で変形防止した場合と、図6に示す角材(木製補強枠)2によって同様の態様で変形防止した場合において、大阪から苫小牧へ二段積みの船輸送をした際の、下段の鉄管Tのその図5に示す測定点a〜dにおける径の変化を下記表1に示す。表中、「水切後」とは、「鉄管Tを船から陸に降ろし、所定の場所に運搬・保管した後」を言う。
[Experimental example]
When the ductile cast iron straight pipe having a nominal diameter of φ1800 is prevented from being deformed in the form shown in FIG. 5B by the iron pipe deformation preventing device A of the embodiment shown in FIG. 3, the square material (wooden reinforcing frame) 2 shown in FIG. Table 1 below shows the change in diameter of the lower steel pipe T at the measurement points a to d shown in FIG. 5 when the two-stage ship was transported from Osaka to Tomakomai. Show. In the table, “after draining” means “after the steel pipe T is lowered from the ship to the land and transported and stored in a predetermined place”.

Figure 0004421509
Figure 0004421509

この実験例における図6、7に示す木製補強枠(角材2)と実施例との比較において、「木製補強枠」では、鉄管Tの径は、枠装着前にバラツキが9mm(aとcの間)あって、許容範囲内にギリギリ入っており、熟練工による木枠の装着・矯正により、装着後にはバラツキ2mmにまで改善されたが、水切後には、再びバラツキ9mm(bとdの間)に増え、許容範囲内ギリギリの状態に戻っている。
これは、木製補強枠では、許容範囲を超え、再矯正が必要な鉄管が現れる恐れがあることを示唆している。再矯正には、熟練工を配管施工現場に派遣する必要があり、甚大なコストアップになる。
In the comparison between the wooden reinforcing frame (square member 2) shown in FIGS. 6 and 7 and the example in this experimental example, in the “wooden reinforcing frame”, the diameter of the iron pipe T has a variation of 9 mm (a and c) before the frame is mounted. It was within the allowable range, and the installation and correction of the wooden frame by a skilled worker improved it to 2 mm after installation. It has increased to the limit of the tolerance.
This suggests that there may be iron pipes that need to be re-corrected with wooden reinforcement frames. For re-correction, it is necessary to send a skilled worker to the piping construction site, resulting in a tremendous cost increase.

これに対し、「実施例」では、鉄管Tの径は、枠装着前にバラツキが8mm(aとcの間)あって、許容範囲を超える部分(例えば、a部分)もあったが、実施例の変形防止具Aの装着・矯正により、装着後には、バラツキ1mmにまで改善され、水切後においても、バラツキ2mm(bとdの間)に増えたものの許容範囲内に余裕を持って収まっている。
これは、一度、実施例の変形防止具Aによる装着・矯正を行えば、水切後までその効果が保たれ、配管施工現地での再矯正が必要となる可能性が低いことを示唆している。仮に、再矯正が必要となっても、木製補強枠に比べて、実施例の変形防止具Aの場合には、その作業が容易であると共に、矯正寸法(矯正量)は小さく、作業負担(作業時間)は少ない。その矯正作業は、ネジジャッキ10の伸縮により行う。
On the other hand, in the “Example”, the diameter of the iron tube T had a variation of 8 mm (between a and c) before the frame was mounted, and there was a part exceeding the allowable range (for example, a part). By mounting / correcting the deformation prevention tool A in the example, the variation was improved to 1 mm after mounting, and even after draining, the variation increased to 2 mm (between b and d) but remained within the allowable range. ing.
This suggests that once the attachment / correction using the deformation prevention tool A of the embodiment is performed, the effect is maintained until after draining, and it is unlikely that re-correction is required at the site of piping construction. . Even if re-correction is necessary, in the case of the deformation prevention tool A of the embodiment, the work is easy and the correction dimension (correction amount) is small and the work load (compared to the wooden reinforcing frame) Less work time). The correction work is performed by expansion and contraction of the screw jack 10.

因みに、この呼び径φ1800のダクタイル鋳鉄直管Tより小径の呼び径φ900のダクタイル鋳鉄直管Tにおいても、二段積みした際の下側の鉄管の変形は同様に少なくなった。また、この鉄管変形防止具Aは、繰り返し使用する。   Incidentally, in the ductile cast iron straight pipe T having a nominal diameter of φ900 smaller than the ductile cast iron straight pipe T having a nominal diameter of φ1800, the deformation of the lower iron pipe in the two-stage stacking is similarly reduced. Moreover, this iron pipe deformation prevention tool A is used repeatedly.

一実施例の作用説明用部分斜視図Partial perspective view for explaining the operation of one embodiment 図1の側面図Side view of FIG. 同実施例の鉄管変形防止具の分解斜視図Exploded perspective view of iron pipe deformation preventing device of the embodiment 他の実施例の側面図Side view of another embodiment 他の使用態様の各例図Examples of other usage modes 従来例の部分斜視図Partial perspective view of a conventional example 同従来例の要部側面図Side view of the main part of the conventional example

符号の説明Explanation of symbols

1、21 受座
10 ネジジャッキ
11 ネジ棒
12 ハンドル
13 固定具
14 支持管
31 受座
A 鉄管変形防止具
T 鉄管
1, 21 Receiving seat 10 Screw jack 11 Screw rod 12 Handle 13 Fixing tool 14 Support pipe 31 Receiving seat A Iron pipe deformation prevention tool T Iron pipe

Claims (10)

円筒状鉄管(T)内周の対向面間に設ける鉄管変形防止具(A)であって、前記対向面にそれぞれ圧接される受座(21)と、その両受座(21、21)間に設けたネジジャッキ(10)とから成り、そのネジジャッキ(10)の伸縮・固定によって、前記受座(21、21)間の長さを調節するとともに任意の長さで固定して、鉄管(T)の変形を防止し、かつ、前記(21)は、前記鉄管(T)の周方向において複数に分割された複数の分割材(21a、21b)からなり、その各分割材(21a、21b)は、前記ネジジャッキ(10)の伸縮方向の端部の受け板(11a、15a)に前記鉄管(T)の周方向に並べられ、かつその分割面の間隙を変化させて動き得るように固定されており、前記鉄管(T)の内面への圧接につれて、受け板(11a、15a)が屈曲しつつ前記各分割材(21a、21b)が動いてその分割面の間隙を変化させて鉄管(T)の内面に沿うようになっていることを特徴とする鉄管変形防止具。 An iron pipe deformation prevention device (A) provided between opposing surfaces of the inner circumference of a cylindrical iron pipe (T), between a receiving seat (21) press-contacted to the opposing surface and both receiving seats (21, 21) A screw jack (10) provided on the steel pipe, and by adjusting the length between the receiving seats (21, 21) by expansion / contraction / fixation of the screw jack (10), the iron jack is fixed to an arbitrary length. preventing deformation of the (T), and said receiving seat (21) includes a plurality of divided members divided into a plurality in the circumferential direction of the iron pipe (T) (21a, 21b), the respective split members ( 21a, 21b) are arranged in the circumferential direction of the iron pipe (T) on the receiving plate (11a, 15a) at the end of the expansion / contraction direction of the screw jack (10), and move by changing the gap between the dividing surfaces. is fixed so as to obtain, as the pressure of the inner surface of the iron pipe (T) , Receiving plate (11a, 15a) and characterized in that is in along the inner surface of each of said split members being bent (21a, 21b) is by changing the gap between the divided surfaces moving iron pipe (T) Iron pipe deformation prevention tool. 上記ネジジャッキ(10)は、一方の受座(21)に設けたネジ棒(11)と、そのネジ棒(11)にねじ込まれたハンドル(12)と、他方の受座(21)に設けた支持管(14)とから成り、前記支持管(14)を前記ネジ棒(11)に進退自在に嵌め込んで、その先端をネジ棒(11)にねじ込まれた前記ハンドル(12)に当接し、そのハンドル(12)を回すことによって、ネジ棒(11)に対し支持管(14)を進退させるものであることを特徴とする請求項1に記載の鉄管変形防止具。 The screw jack (10) is provided on a screw rod (11) provided on one seat (21), a handle (12) screwed into the screw rod (11), and on the other seat (21). was made from the supporting tube (14), said at supporting pipe (14) crowded fitted retractably on said threaded rod (11), those of the tip to the handle screwed into the threaded rod (11) (12) The iron pipe deformation prevention tool according to claim 1, wherein the support pipe (14) is advanced and retracted with respect to the screw rod (11) by contacting and turning the handle (12). 上記ネジ棒(11)の上記ハンドル(12)の前記一方の受座(21)側に固定具(13)をねじ込んだことを特徴とする請求項2に記載の鉄管変形防止具。   The iron pipe deformation prevention tool according to claim 2, wherein a fixing tool (13) is screwed into the one seat (21) side of the handle (12) of the screw rod (11). 上記支持管(14)は、上記他方の受座(21)に着脱自在であることを特徴とする請求項1乃至3の何れかに記載の鉄管変形防止具。   The iron pipe deformation preventing device according to any one of claims 1 to 3, wherein the support tube (14) is detachably attached to the other receiving seat (21). 請求項1乃至4の何れかに記載の鉄管変形防止具(A)を、上記鉄管(T)の内面に放射状に設けたことを特徴とする鉄管変形防止構造。   An iron pipe deformation preventing structure according to any one of claims 1 to 4, wherein the iron pipe deformation preventing tool (A) is provided radially on the inner surface of the iron pipe (T). 鉄管(T)内周の所要間隔位置に受座(21)を設けるとともに、前記鉄管(T)の中心に受座(31)を設け、その中心受座(31)と前記鉄管(T)内面の各受座(21)間にネジジャッキ(10)を設け、そのネジジャッキ(10)の伸縮・固定によって、前記受座(21、31)間の長さを調節するとともに任意の長さで固定して、鉄管(T)の変形を防止し、かつ、前記鉄管(T)側に圧接される受(21)は、前記鉄管(T)の周方向において複数に分割された複数の分割材(21a、21b)からなり、その各分割材(21a、21b)は、前記ネジジャッキ(10)の伸縮方向の端部の受け板(11a、15a)に前記鉄管(T)の周方向に並べられ、かつその分割面の間隙を変化させて動き得るように固定されており、前記鉄管(T)の内面への圧接につれて、受け板(11a、15a)が屈曲しつつ前記各分割材(21a、21b)が動いてその分割面の間隙を変化させて鉄管(T)の内面に沿うようになっていることを特徴とする鉄管変形防止具。 A receiving seat (21) is provided at a required interval position on the inner circumference of the iron pipe (T), and a receiving seat (31) is provided at the center of the iron pipe (T). The center receiving seat (31) and the inner surface of the iron pipe (T) A screw jack (10) is provided between each of the receiving seats (21), and the length between the receiving seats (21, 31) is adjusted by the expansion and contraction and fixing of the screw jack (10) and at an arbitrary length. fixed and to prevent deformation of the iron pipe (T), and, receiving seat to be pressed against the iron pipe (T) side (21) has a plurality of divided divided into a plurality in the circumferential direction of the iron pipe (T) Each of the divided members (21a, 21b) is formed in the circumferential direction of the iron pipe (T) on the receiving plate (11a, 15a) at the end in the expansion / contraction direction of the screw jack (10). They are lined up and fixed so that they can move by changing the gaps between their split surfaces. As the pressure plate is pressed against the inner surface of the iron pipe (T), each of the divided members (21a, 21b) is moved while the receiving plates (11a, 15a) are bent, thereby changing the gap between the divided surfaces to change the inner surface of the iron pipe (T). An iron pipe deformation prevention device characterized by being adapted to the above. 上記ネジジャッキ(10)は、一方の受座(31、21)に設けたネジ棒(11)と、そのネジ棒(11)にねじ込まれたハンドル(12)と、他方の受座(21、31)に設けた支持管(14)とから成り、前記支持管(14)を前記ネジ棒(11)に進退自在に嵌め込んで、その先端をネジ棒(11)にねじ込まれた前記ハンドル(12)に当接し、そのハンドル(12)を回すことによって、ネジ棒(11)に対し支持管(14)を進退させるものであることを特徴とする請求項に記載の鉄管変形防止具。 The screw jack (10) includes a screw rod (11) provided on one of the seats (31, 21), a handle (12) screwed into the screw rod (11), and the other seat (21, 21). become from a support tube provided on 31) (14), said at supporting pipe (14) crowded fitted retractably said to threaded rod (11), said handle screwed to the tip to the threaded rod (11) ( The iron pipe deformation prevention tool according to claim 6 , wherein the support pipe (14) is moved forward and backward with respect to the screw rod (11) by abutting on 12) and turning the handle (12). 上記ネジ棒(11)の上記ハンドル(12)の前記一方の受座(31、21)側に固定具(13)をねじ込んだことを特徴とする請求項に記載の鉄管変形防止具。 The iron pipe deformation preventing tool according to claim 7 , wherein a fixing tool (13) is screwed into the one seat (31, 21) side of the handle (12) of the screw rod (11). 上記支持管(14)は、上記他方の受座(21、31)に着脱自在であることを特徴とする請求項乃至の何れかに記載の鉄管変形防止具。 The iron pipe deformation preventing device according to any one of claims 6 to 8 , wherein the support pipe (14) is detachably attached to the other receiving seat (21, 31). 請求項乃至の何れかに記載の鉄管変形防止具(A)を上記鉄管(T)の内面に設けたことを特徴とする鉄管変形防止構造。 An iron pipe deformation preventing structure comprising the iron pipe deformation preventing device (A) according to any one of claims 6 to 9 provided on an inner surface of the iron pipe (T).
JP2005151064A 2005-05-24 2005-05-24 Prevention of iron pipe deformation Active JP4421509B2 (en)

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CN108413181A (en) * 2018-03-18 2018-08-17 杨宏伟 Prevent the inner wall of the pipe support device of pipe deforming
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