JP2016217107A - Steel pipe diameter change ring - Google Patents

Steel pipe diameter change ring Download PDF

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JP2016217107A
JP2016217107A JP2015123280A JP2015123280A JP2016217107A JP 2016217107 A JP2016217107 A JP 2016217107A JP 2015123280 A JP2015123280 A JP 2015123280A JP 2015123280 A JP2015123280 A JP 2015123280A JP 2016217107 A JP2016217107 A JP 2016217107A
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steel pipe
diameter
pile
welded
conversion ring
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次男 板垣
Tsugio Itagaki
次男 板垣
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Abstract

PROBLEM TO BE SOLVED: To provide a steel pipe diameter change ring capable of welding a steel pipe such as a steel pipe pile or a ground reinforcement pile body with a selected steel pipe of a different size while reducing the cost for the steel pipe pile and ground reinforcement pile body.SOLUTION: A steel pipe diameter change ring R21 is used for welding Y21, Y22 a large diameter steel pipe P22 and a small diameter steel pipe P21. The steel pipe diameter change ring R21 has a large diameter end for being welded with a large diameter steel pipe, and a small diameter end for being welded with a small diameter steel pipe selected from two or more different sizes. The steel pipe diameter change ring R21 has a guide rib for allowing centering between the large diameter steel pipe and the small diameter steel pipe without depending on the thickness of the steel pipe.SELECTED DRAWING: Figure 2

Description

本発明は、鋼管杭や杭状地盤補強体として使われる鋼管を、長手方向の途中で鋼管径を変更したいときに使用する鋼管径変換リングに関するものである。  The present invention relates to a steel pipe diameter conversion ring that is used when a steel pipe used as a steel pipe pile or a pile-shaped ground reinforcement body is desired to change the steel pipe diameter in the longitudinal direction.

軟弱地盤を補強するため、鋼管杭や杭状地盤補強体として鋼管が使用されている。鋼管径が大きい程、杭の極限鉛直支持力や杭頭の限界水平抵抗力には有効であることは知られているが杭径を大きくすることで鋼管コストが高くなる。鋼管コストを維持しながら極限鉛直支持力や限界水平抵抗力を高めることが重要な課題であった。  In order to reinforce the soft ground, steel pipes are used as steel pipe piles and pile-shaped ground reinforcement bodies. It is known that the larger the steel pipe diameter is, the more effective it is for the ultimate vertical bearing capacity of the pile and the limit horizontal resistance force of the pile head, but the steel pipe cost increases by increasing the pile diameter. It was an important issue to increase the ultimate vertical bearing force and the limit horizontal resistance force while maintaining the steel pipe cost.

鋼管杭および杭状地盤補強体の先端の極限支持力は、先端部の有効面積と先端部より下に1D、上に4Dの範囲のN値平均値の積によって求まる。(D:杭および杭状地盤補強体鋼管の直径)また、限界水平抵抗力は、鋼管の断面係数が大きければ有利に作用することが知られている。  The ultimate bearing force at the tip of the steel pipe pile and the pile-shaped ground reinforcement is determined by the product of the effective area of the tip and the average N value in the range of 1D below the tip and 4D above. (D: Diameter of pile and pile-shaped ground reinforcement steel pipe) Further, it is known that the limit horizontal resistance force acts advantageously if the section modulus of the steel pipe is large.

しかしながら、鋼管杭や杭状地盤補強体として使われる鋼管径を変更できる方法は数例提案されているが、一つの部品で複数の杭径や肉厚を自由に選択ができ安価に結合する方法は未だ確立されていない。  However, several methods have been proposed to change the diameter of steel pipes used as steel pipe piles or pile-shaped ground reinforcements, but a method of combining multiple pile diameters and wall thicknesses with a single component at low cost. Has not been established yet.

特開2000−73365号公報JP 2000-73365 A 特開2003−105755号公報JP 2003-105755 A 特開2008−25156号公報JP 2008-25156 A

本発明の目的は、鋼管杭や杭状地盤補強体として使われる鋼管を先端部や杭頭部近傍で、最適な鋼管径や肉厚から選択を可能とし、溶接接続では、異径鋼管の中心軸を簡単に合わせることができ鋼管径変換リングを提供して材料コストの削減を図り、コストミニマムな鋼管杭や杭状地盤補強体を提供することである。  The object of the present invention is to make it possible to select a steel pipe used as a steel pipe pile or pile-shaped ground reinforcement body from the optimum steel pipe diameter and thickness near the tip and pile head. The aim is to provide a steel pipe diameter conversion ring that can be easily aligned with the shaft to reduce material costs, and to provide a cost-effective steel pipe pile and pile-shaped ground reinforcement.

本発明に係る鋼管径変換リングは、長手方向に使用する鋼管の外径や肉厚の異なる鋼管を溶接接続できる構造である。この鋼管径変換リングは、リングの両端に異径の鋼管を溶接することができる構造であり、長手方向に対して取付け向きを拘束していないため、大径鋼管から小径鋼管への変更と小径鋼管から大径鋼管への変更が容易に可能な構造となっている。また、鋼管変更においては単一の鋼管径変換リング上で複数の小径鋼管の選択を可能にしている上に鋼管肉厚の制約もない。  The steel pipe diameter conversion ring according to the present invention has a structure capable of welding and connecting steel pipes having different outer diameters and wall thicknesses used in the longitudinal direction. This steel pipe diameter conversion ring is a structure that can weld steel pipes of different diameters to both ends of the ring, and since the mounting direction is not constrained in the longitudinal direction, the change from large diameter steel pipe to small diameter steel pipe and small diameter The structure can be easily changed from a steel pipe to a large-diameter steel pipe. Further, in changing the steel pipe, a plurality of small-diameter steel pipes can be selected on a single steel pipe diameter conversion ring, and there is no restriction on the thickness of the steel pipe.

本発明に係る鋼管径変換リングは、長手方向に目的に合った外径や肉厚の異なる鋼管を溶接接続できる構造である。例えば図2に示すように、上部構造物から水平力や曲げモーメントの作用する杭頭近傍部分では、外径が大きく肉厚も厚い断面係数の大きい鋼管を使用し、杭先端部から4D(D:鋼管直径または先端刃先直径)以上までは、先端刃先径に適用した鋼管を使用し、その他の部分では、外径の小さな鋼管を使用する。また一つの鋼管径変換リング上で複数の小径鋼管の選択を可能にし、鋼管肉厚の制約もないことなどから鋼管杭や杭状地盤補強体として使われる鋼管の材料コストの削減できる。  The steel pipe diameter conversion ring according to the present invention has a structure capable of welding and connecting steel pipes having different outer diameters and thicknesses suitable for the purpose in the longitudinal direction. For example, as shown in FIG. 2, a steel pipe having a large outer diameter, a large wall thickness, and a large section modulus is used in the vicinity of the pile head where a horizontal force or bending moment acts from the superstructure, and the 4D (D : Steel pipe diameter or tip edge diameter) or more, use a steel pipe applied to the tip edge diameter, and use a steel pipe with a small outer diameter in other parts. In addition, it is possible to select a plurality of small-diameter steel pipes on one steel pipe diameter conversion ring, and there is no restriction on the thickness of the steel pipe, so that it is possible to reduce the material cost of steel pipes used as steel pipe piles and pile-shaped ground reinforcements.

また、使用する鋼管の肉厚毎にセンタリング用のガイドリブがあるため異径鋼管を溶接するときに生ずることの多い、異径鋼管同士の中心軸ずれも生じにくく容易に溶接できるため施工時間の短縮も図れる。  In addition, because there is a guide rib for centering for each wall thickness of the steel pipe used, the center axis shift between different diameter steel pipes, which often occurs when welding different diameter steel pipes, is easy to weld and shortens the construction time. Can also be planned.

鋼管径変換リングに小径鋼管と大径鋼管を溶接した側面図。The side view which welded the small diameter steel pipe and the large diameter steel pipe to the steel pipe diameter conversion ring. 鋼管径変換リングに小径鋼管と大径鋼管を溶接した断面図Sectional view of welding a small diameter steel pipe and a large diameter steel pipe to a steel pipe diameter conversion ring 鋼管径変換リングの小径端部と大径端部に加工されたセンタリング用のガイドリブを示す側面図。The side view which shows the guide rib for centering processed into the small diameter end part and large diameter end part of the steel pipe diameter conversion ring. 鋼管杭や杭状地盤補強体への鋼管径変換リングの実施例。Example of steel pipe diameter conversion ring to steel pipe pile or pile-shaped ground reinforcement.

図を用いて本発明に係る鋼管径変換リングを使用した実施形態例を説明する。  An embodiment using a steel pipe diameter conversion ring according to the present invention will be described with reference to the drawings.

図1は、鋼管径変換リングR11に鋼管杭や杭状地盤補強体として使われる先端刃先に対応した鋼管径の鋼管P12を鋼管径変換リングの大端部に溶接し、小端部の最小径センタリング用のガイドリブ上に小径鋼管P11を溶接した側面図である。図2は図1の断面図であり、Y21は小径鋼管の溶接断面でY22は大径鋼管の溶接断面である。  1 shows a steel pipe diameter conversion ring R11 welded with a steel pipe P12 having a diameter corresponding to the tip edge used as a steel pipe pile or pile-shaped ground reinforcement body to the large end of the steel pipe diameter conversion ring, and the minimum diameter of the small end. It is the side view which welded the small diameter steel pipe P11 on the guide rib for centering. 2 is a cross-sectional view of FIG. 1, wherein Y21 is a welded cross section of a small diameter steel pipe and Y22 is a welded cross section of a large diameter steel pipe.

図1および図2では、小径鋼管を上部に大径鋼管を下部に溶接した例であるが鋼管径変換リングは上下反転して使用できる機能を有しているので大径鋼管を上部に小径鋼管を下部に溶接して使用することも可能である。溶接は工場内での溶接を基本としているが、中心軸ずれを防止するセンタリング用のガイドリブを有しているので現場溶接も容易に可能である。また、鋼管径変換リングは、使用する鋼管と同等の機械的性能を持つ鋳鋼部材である。  1 and 2 show an example in which a small-diameter steel pipe is welded to the top and a large-diameter steel pipe is welded to the bottom. However, the steel-diameter conversion ring has a function that can be used upside down. It is also possible to use by welding to the lower part. Welding is basically performed in a factory, but since it has a guide rib for centering that prevents center axis deviation, on-site welding is also possible. The steel pipe diameter conversion ring is a cast steel member having mechanical performance equivalent to that of the steel pipe used.

図3は、鋼管径変換リングの小径端部と大径端部に加工されたセンタリング用のガイドリブを示す。S1は最小径鋼管を溶接する部位であり、使用する鋼管の肉厚毎にガイドリブが加工されている。S2は中径鋼管を溶接する部位で、S3は大径鋼管を溶接する部位でいずれも使用する鋼管肉厚に対応するガイドリブが加工されている。  FIG. 3 shows guide ribs for centering processed into a small diameter end portion and a large diameter end portion of a steel pipe diameter conversion ring. S1 is a part where a steel pipe with a minimum diameter is welded, and a guide rib is processed for each thickness of the steel pipe to be used. S2 is a part where a medium diameter steel pipe is welded, and S3 is a part where a large diameter steel pipe is welded. A guide rib corresponding to the thickness of the steel pipe used is processed.

図4は、鋼管杭や杭状地盤補強体の全体イメージL1であり、上端部分L2の鋼管P41は、上部構造物からの水平力や曲げモーメントに対応するため十分な断面係数を有する鋼管が使用され鋼管径変換リングR41の大径端部を上にして溶接Y41されている。なお小径端部には小径鋼管P42が溶接Y42されている。  FIG. 4 is an overall image L1 of the steel pipe pile and the pile-shaped ground reinforcement body. The steel pipe P41 of the upper end portion L2 is a steel pipe having a sufficient section modulus to cope with the horizontal force and bending moment from the upper structure. The steel pipe diameter conversion ring R41 is welded Y41 with the large diameter end facing up. A small diameter steel pipe P42 is welded Y42 to the small diameter end portion.

下端部分L3部分は、鋼管杭や杭状地盤補強体の先端極限支持力に影響する部位であり、先端刃先には、先端刃先径に適用した鋼管P43が溶接Y45され、先端刃先外径の4倍以上の位置からは材料コスト低減のため鋼管径変換リングR42の大径端部を下にして溶接Y44し、小径端部の最小径部位に小径鋼管P42を溶接Y43した実施例である。  The lower end portion L3 is a part that affects the ultimate support force of the tip of the steel pipe pile or the pile-shaped ground reinforcement body. A steel pipe P43 applied to the tip edge diameter is welded Y45 to the tip edge, and the tip edge tip outer diameter of 4 is obtained. In order to reduce the material cost, welding Y44 is performed with the large-diameter end of the steel pipe diameter conversion ring R42 facing down, and the small-diameter steel pipe P42 is welded Y43 to the minimum diameter portion of the small-diameter end.

P11 鋼管径変換リング溶接された小径鋼管
R11 鋼管径変換リングの側面図
P12 鋼管径変換リング溶接された大径鋼管
D1 小径鋼管の外径
D2 小径鋼管の内径
D3 大径鋼管の外径
D4 大径鋼管の内径
Y21 鋼管径変換リングと小径鋼管の溶接部
R21 鋼管径変換リングの断面図
Y22 鋼管径変換リングと大径鋼管の溶接部
S1 鋼管径変換リングの小径端部側の最小径鋼管接続用センタリングガイドリブ側面図
S2 鋼管径変換リングの小径端部側の中径鋼管接続用センタリングガイドリブ側面図
S3 鋼管径変換リングの小径端部側の大径鋼管接続用センタリングガイドリブ側面図
L1 鋼管杭や杭状地盤補強体の全体イメージ
L2 鋼管杭や杭状地盤補強体の杭頭近傍イメージ
L3 鋼管杭や杭状地盤補強体の先端刃先近傍イメージ
P41 鋼管杭や杭状地盤補強体の杭頭近傍での断面係数の大きい鋼管
P42 鋼管杭や杭状地盤補強体の小径鋼管
P43 鋼管杭や杭状地盤補強体の先端刃先の適用径鋼管
Y41 鋼管径変換リングの大径端部を上向きにして大径鋼管と溶接した溶接部
R41 鋼管径変換リングの大径端部を上向きに使用した実施例
Y42 鋼管径変換リングの大径端部を上向きにして小径鋼管と溶接した溶接部
Y43 鋼管径変換リングの大径端部を下向きにして小径鋼管と溶接した溶接部
R42 鋼管径変換リングの大径端部を下向きに使用した実施例
Y44 鋼管径変換リングの大径端部を下向きにして先端刃先の適用径鋼管と溶接した溶接部
Y45 先端刃先と先端刃先の適用径鋼管と溶接した溶接部
P11 Steel pipe diameter conversion ring welded small diameter steel pipe R11 Steel pipe diameter conversion ring side view P12 Steel pipe diameter conversion ring welded large diameter steel pipe D1 Small diameter steel pipe outer diameter D2 Small diameter steel pipe inner diameter D3 Large diameter steel pipe outer diameter D4 Large diameter Steel pipe inner diameter Y21 Steel pipe diameter conversion ring and small diameter steel pipe weld R21 Cross section of steel pipe diameter conversion ring Y22 Steel pipe diameter conversion ring and large diameter steel pipe weld S1 For connecting the smallest diameter steel pipe on the small diameter end of the steel pipe diameter conversion ring Centering guide rib side view S2 Centering guide rib side view for medium diameter steel pipe connection on the small diameter end side of the steel pipe diameter conversion ring Side view S3 Centering guide rib side view for large diameter steel pipe connection on the small diameter end side of the steel pipe diameter conversion ring L1 Steel pipe pile or pile shape Overall image of ground reinforcement L2 Pile head vicinity image of steel pipe pile and pile-shaped ground reinforcement L3 Tip edge vicinity image P of steel pipe pile and pile-shaped ground reinforcement body 41 Steel pipe with large section modulus near the pile head of steel pipe pile or pile-shaped ground reinforcement body P42 Small-diameter steel pipe P43 of steel pipe pile or pile-shaped ground reinforcement body Applicable diameter steel pipe Y41 steel pipe with tip edge of steel pipe pile or pile-shaped ground reinforcement body Welded part R41 welded with a large diameter steel pipe with the large diameter end of the diameter conversion ring facing upwards Example Y42 using the large diameter end of the steel pipe diameter conversion ring facing upwards With the large diameter end of the steel pipe diameter conversion ring facing upward Welded part Y43 welded with small diameter steel pipe Welded part R42 welded with small diameter steel pipe with the large diameter end of the steel pipe diameter conversion ring facing downward Y42 Example of using the large diameter end of the steel pipe diameter conversion ring downward Welded part Y45 welded to the applicable diameter steel pipe of the tip edge with the large diameter end of the ring facing downward Welded part welded to the applicable diameter steel pipe of the tip edge and the tip edge

Claims (4)

大径鋼管と小径鋼管を溶接できる鋼管径変換リング。Steel pipe diameter conversion ring that can weld large diameter steel pipe and small diameter steel pipe. 2種類以上の小径鋼管を選択して使用できることを特徴とする請求項1に記載の鋼管径変換リング。  The steel pipe diameter conversion ring according to claim 1, wherein two or more kinds of small diameter steel pipes can be selected and used. 溶接する鋼管の外径および肉厚に左右されない溶接開先を有していることを特徴とする請求項1又は2に記載の鋼管径変換リング。  The steel pipe diameter conversion ring according to claim 1 or 2, wherein the steel pipe diameter conversion ring has a welding groove that is not affected by the outer diameter and thickness of the steel pipe to be welded. 溶接する鋼管の肉厚に左右されることなく溶接した大径鋼管と小径鋼管の中心軸が容易にあわせることのできるセンタリング用のガイドリブを有していることを特徴とする請求項1又は3に記載の鋼管径変換リング。  4. A centering guide rib capable of easily aligning the central axes of a large-diameter steel pipe and a small-diameter steel pipe regardless of the thickness of the steel pipe to be welded. Steel pipe diameter conversion ring as described.
JP2015123280A 2015-05-21 2015-05-21 Steel pipe diameter change ring Pending JP2016217107A (en)

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107081534A (en) * 2017-06-21 2017-08-22 江铃汽车股份有限公司 The reducing attachment structure and its welding procedure of fascia bend pipe beam
JP2018145630A (en) * 2017-03-02 2018-09-20 東京テクノ株式会社 Joint structure of pile
CN109385993A (en) * 2018-12-20 2019-02-26 上海勘察设计研究院(集团)有限公司 It is a kind of for controlling the Variable Section Steel tubular pole and its construction method of pile foundation settlement
JP2020125587A (en) * 2019-02-01 2020-08-20 次男 板垣 Steel pipe diameter conversion ring
JP2020165257A (en) * 2019-03-29 2020-10-08 日鉄建材株式会社 Drainpipe and liquefaction countermeasure method using the same
JP2021004502A (en) * 2019-06-26 2021-01-14 株式会社シグマベース Under-reamed steel pipe pile, and steel pipe with under-reamed portion
JP2022147548A (en) * 2021-03-23 2022-10-06 株式会社シグマベース steel pipe pile

Cited By (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2018145630A (en) * 2017-03-02 2018-09-20 東京テクノ株式会社 Joint structure of pile
CN107081534A (en) * 2017-06-21 2017-08-22 江铃汽车股份有限公司 The reducing attachment structure and its welding procedure of fascia bend pipe beam
CN109385993A (en) * 2018-12-20 2019-02-26 上海勘察设计研究院(集团)有限公司 It is a kind of for controlling the Variable Section Steel tubular pole and its construction method of pile foundation settlement
JP2020125587A (en) * 2019-02-01 2020-08-20 次男 板垣 Steel pipe diameter conversion ring
JP7184285B2 (en) 2019-02-01 2022-12-06 富士商事株式会社 Steel pipe diameter conversion ring
JP2020165257A (en) * 2019-03-29 2020-10-08 日鉄建材株式会社 Drainpipe and liquefaction countermeasure method using the same
JP7406307B2 (en) 2019-03-29 2023-12-27 日鉄建材株式会社 Liquefaction countermeasure construction method using drainage pipes and drainage pipes
JP2021004502A (en) * 2019-06-26 2021-01-14 株式会社シグマベース Under-reamed steel pipe pile, and steel pipe with under-reamed portion
JP2022147548A (en) * 2021-03-23 2022-10-06 株式会社シグマベース steel pipe pile
JP7211580B2 (en) 2021-03-23 2023-01-24 株式会社シグマベース steel pipe pile

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