JP4544618B2 - Deformed bar with groove and its pile head joint structure and construction method - Google Patents
Deformed bar with groove and its pile head joint structure and construction method Download PDFInfo
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- JP4544618B2 JP4544618B2 JP2004156905A JP2004156905A JP4544618B2 JP 4544618 B2 JP4544618 B2 JP 4544618B2 JP 2004156905 A JP2004156905 A JP 2004156905A JP 2004156905 A JP2004156905 A JP 2004156905A JP 4544618 B2 JP4544618 B2 JP 4544618B2
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- 238000010276 construction Methods 0.000 title claims description 7
- 229910000831 Steel Inorganic materials 0.000 claims description 135
- 239000010959 steel Substances 0.000 claims description 135
- 238000003466 welding Methods 0.000 claims description 19
- 239000000463 material Substances 0.000 claims description 12
- 238000005304 joining Methods 0.000 claims description 7
- 238000000465 moulding Methods 0.000 claims 1
- 238000005452 bending Methods 0.000 description 4
- 239000002184 metal Substances 0.000 description 3
- 238000000034 method Methods 0.000 description 3
- 238000012545 processing Methods 0.000 description 3
- 238000013461 design Methods 0.000 description 2
- 238000005242 forging Methods 0.000 description 2
- 230000001788 irregular Effects 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- 239000000853 adhesive Substances 0.000 description 1
- 230000001070 adhesive effect Effects 0.000 description 1
- 238000007796 conventional method Methods 0.000 description 1
- 230000006378 damage Effects 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 230000002950 deficient Effects 0.000 description 1
- 230000006866 deterioration Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000009863 impact test Methods 0.000 description 1
- 238000003754 machining Methods 0.000 description 1
- 230000035515 penetration Effects 0.000 description 1
- 230000002093 peripheral effect Effects 0.000 description 1
- 238000009751 slip forming Methods 0.000 description 1
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Description
本発明は、開先付き異形棒鋼とその杭頭接合構造および施工法に関する。 The present invention relates to a deformed steel bar with a groove, a pile head joint structure thereof, and a construction method.
異形棒鋼は数十年にわたり、節とリブのみ成形された形状で使用されてきたが、周辺技術の著しい進歩に伴い、コンクリートとの付着性能だけでなく、鋼材等との溶接性能も求められる現状にあって、溶接性を改善する為に、異形棒鋼の一部に別工程で鍛造等により開先を二次加工して、鋼管杭および鋼管を巻いたコンクリート杭とその上部に構築する基礎スラブとの接合などに使用されている。 Deformed steel bars have been used in the form of only nodes and ribs for several decades, but with remarkable progress in peripheral technology, not only the adhesion performance with concrete but also the welding performance with steel materials etc. is required Therefore, in order to improve weldability, the steel pipe pile and the concrete pile wound with the steel pipe and the foundation slab constructed on the upper part of the deformed steel bar are secondary processed by forging etc. in a separate process. It is used for joining.
しかしながら、前記従来の技術には、次のような問題点があった。 However, the conventional technique has the following problems.
異形棒鋼は表面に節およびリブなどの突起のみ成形されたものしかなく、所定のコンクリートとの付着性能は確保されるが、節により、鋼管との溶接において溶接部表面に不整および過度のルートギャップを生じる為、溶接部の精度および溶接部の形状において欠陥を有したものであり、不良溶接部の発生の恐れのある溶接に適合しない棒鋼として扱われている。 The deformed steel bar has only protrusions such as joints and ribs formed on the surface, and the adhesion performance with the specified concrete is ensured, but the joints cause irregular and excessive root gaps on the weld surface during welding with the steel pipe. Therefore, it has a defect in the accuracy of the welded portion and the shape of the welded portion, and is treated as a steel bar that is not suitable for welding that may cause a defective welded portion.
異形棒鋼の溶接性を高める為に、異形棒鋼の一部に別工程で開先を鍛造等で成形する二次加工は、杭頭接合に使用する異形棒鋼の一般形状が長さ1.4〜1.7m、重量9〜16kg/本と長くて重い事から自動化が難しく、一本々手作業になる為、多大な加工コストと加工時間を必要とする。 In order to improve the weldability of deformed bar steel, the secondary processing of forming a groove in a part of the deformed bar steel in a separate process by forging etc., the general shape of the deformed bar steel used for pile head joining is 1.4 ~ Since it is 1.7 m and the weight is 9 to 16 kg / piece and it is long and heavy, it is difficult to automate, and each piece is a manual operation, requiring a great amount of machining cost and time.
異形棒鋼の一部に開先を鍛造もしくは開先を成形した金物を摩擦圧接した二次加工材は、アプセット加工および摩擦熱による1000℃以上の加熱により、鍛造部および圧接部近傍の結晶粒が粗大化し、強度が低下して脆くなる事が顕微鏡組織およびシャルピー衝撃試験等で確認されているように、全長にわたり均一であった異形棒鋼の機械的性質を一部において著しく低下させたものであり、加工境界部で衝撃に弱く、脆性的な破断をする危険性がある。又、断面の形状および節の配置が異形棒鋼部と加工部で異なる為、一様な付着力の発現も期待出来ない。 The secondary work material in which a forged groove is formed on a part of a deformed steel bar or a metal fitting with a groove formed by friction welding is heated to 1000 ° C. or more by upset processing and frictional heat. The mechanical properties of deformed steel bars that were uniform over the entire length were remarkably reduced in part, as confirmed by the microstructure and Charpy impact test, etc. , It is vulnerable to impact at the processing boundary and has a risk of brittle fracture. In addition, since the cross-sectional shape and the arrangement of the nodes are different between the deformed steel bar part and the processed part, it is not possible to expect uniform adhesion.
異形棒鋼の一部に成形した一定長の開先では、溶接部の設計、鋼管の材質に伴う溶接部強度の相違および溶接施工上の理由等による溶接長の変更に対応する事が出来ない。 A groove of a certain length formed on a part of a deformed steel bar cannot cope with a change in the weld length due to the design of the weld, the difference in weld strength due to the material of the steel pipe, and the reason for welding work.
棒鋼を杭頭側面に溶接する方法は、異形棒鋼の形状によって、その数値は異なるが、必ず、鋼管と棒鋼との溶接部に偏心に伴う面外曲げモーメントを発生する事となり、接合材が引張り性能を十分に発揮出来ないばかりでなく、鋼管が外部に曲げ破壊したり、杭頭側面部の基礎スラブが破壊する事もある。 The method of welding the steel bar to the side of the pile head varies depending on the shape of the deformed steel bar, but an out-of-plane bending moment due to eccentricity is always generated in the welded part of the steel pipe and steel bar, and the joining material is pulled. In addition to not being able to fully demonstrate the performance, the steel pipe may be bent and broken outside, or the foundation slab on the side of the pile head may be broken.
開先付き異形棒鋼と鋼管の側面の溶接は立向の溶接姿勢となる為、開先付き異形棒鋼の下端の溶接外端は完全な溶接が不可能である。 Since the welding of the deformed bar with groove and the side surface of the steel pipe takes a vertical welding position, the weld outer end at the lower end of the deformed bar with groove cannot be completely welded.
本発明では、開先付き異形棒鋼とその杭頭接合構造および施工法を開発したことにより、前記問題点を解決するものである。
鋼材側面に溶接する開先付き異形棒鋼としては、鋼材側面に接触する面を棒鋼の長手方向に成形した面としかつその接触する面の両側にJ形又はレ形の開先を棒鋼の長手方向の全長にわたって加工しさらにその棒鋼の周面に同一円周面にある前記J形又はレ形の開先を除いて長手方向に予め定めた間隔でかつ長手方向の全長にわたる節を設けた開先付き異形棒鋼、もしくは前記構成の開先に凹凸を持たせて加工した開先付き異形棒鋼であって、前記棒鋼に設けるJ形又はレ形の開先および前記節を一様にロール成型して形成したものを提案する。
鋼材側面に接触する面は、棒鋼の長手方向に成形した面である。
杭と基礎スラブとの接合構造としては、鋼管杭又は鋼管を巻いたコンクリート杭とその上部に構築する基礎スラブとの接合において、前記記載の開先付き異形棒鋼を、前記杭の鋼管側面に前記棒鋼の長手方向に成形した面を接触させて、立向の姿勢で多数本溶接してあることを特徴とする杭と基礎スラブとの接合構造を提案する。
又、前記記載の開先付き異形棒鋼と、鋼管杭又は鋼管を巻いたコンクリート杭の鋼管側面との溶接において、前記杭の鋼管側面に前記開先付き異形棒鋼の開先を覆う幅を有したリング形状の金物を溶接し、かつ、このリング形状の金物の上端に前記開先付き異形棒鋼の下端を接触させると共に前記杭の鋼管側面に前記開先付き異形棒鋼の長手方向に成形した面を接触させて、開先付き異形棒鋼を前記杭の鋼管側面に多数本溶接することを特徴とする施工法も提案する。
In this invention, the said problem is solved by having developed the deformed steel bar with a groove | channel, its pile head joining structure, and a construction method.
As a deformed steel bar with a groove welded to the steel side, the surface that contacts the steel side is the surface formed in the longitudinal direction of the steel bar, and the J-shaped or lathe groove on both sides of the contacting surface is the longitudinal direction of the steel bar. Further, a groove having a predetermined length in the longitudinal direction and a node extending over the entire length in the longitudinal direction except for the J-shaped or lathe-shaped groove on the same circumferential surface is provided on the circumferential surface of the steel bar. Irregular shaped bar steel , or a deformed steel bar with a groove formed into a groove having the above-described configuration, and a J-shaped or a lath-shaped groove provided on the steel bar and the node are uniformly roll-formed. Propose what you have formed.
The surface in contact with the steel material side surface is a surface formed in the longitudinal direction of the steel bar.
As a joining structure of a pile and a foundation slab, in the joining of a steel pipe pile or a concrete pile wound with a steel pipe and a foundation slab constructed on the upper part, the above-mentioned deformed bar steel with a groove is placed on the side of the steel pipe of the pile. We propose a joint structure between a pile and a foundation slab, characterized in that a large number of pipes are welded in an upright position by bringing the surface formed in the longitudinal direction of the steel bar into contact.
In addition, in welding the deformed steel bar with a groove described above and a steel pipe pile or a steel pipe side surface of a concrete pile wound with a steel pipe, the steel pipe side surface of the pile had a width that covers the groove of the deformed bar steel with the groove. A ring-shaped hardware is welded, and the lower end of the deformed bar with groove is brought into contact with the upper end of the ring-shaped hardware, and the surface formed in the longitudinal direction of the deformed bar with groove at the side of the steel pipe of the pile. A construction method is also proposed in which a large number of deformed bars with grooves are welded to the side surface of the steel pipe in contact with each other.
本発明に係わる開先付き異形棒鋼とその杭頭接合構造および施工法には、次の様な特有の効果がある。 The deformed steel bar with groove and the pile head joint structure and construction method according to the present invention have the following specific effects.
節と溶接基準に適合する開先を、棒鋼の同一円周面に、かつ、棒鋼の長手方向に予め定めた間隔で一様に、精度良く成形できる為、信頼性の高い溶接と棒鋼の全長にわたり一様な付着力の発現が可能となる。 Since the groove that meets the joints and welding standards can be uniformly and accurately formed on the same circumferential surface of the steel bar and at predetermined intervals in the longitudinal direction of the steel bar, highly reliable welding and the overall length of the steel bar It is possible to develop a uniform adhesive force over the entire area.
異形棒鋼部のロールの孔型に開先部のロールをセットする事で、回転するロールの間に材料を通し、断面を小さくすると共に節と開先を具備する開先付き異形棒鋼を一工程で成形出来る為、著しい生産効率の向上とコストダウンが図られる。 By setting the groove roll to the hole shape of the deformed steel bar roll, material is passed between the rotating rolls, reducing the cross-section and making a deformed steel bar with a groove and a groove in one step. Because it can be molded by, significant improvement in production efficiency and cost reduction are achieved.
鋼材が本来保有している、全長にわたって均一で緻密な組織からなる、靭性に富んだ高い機械的性質が得られる。 High mechanical properties rich in toughness, consisting of a uniform and dense structure over the entire length inherent to steel materials, can be obtained.
開先は、棒鋼の長手方向に一様に成形されている為、溶接部の設計、鋼管の材質に伴う溶接部強度の相違および溶接施工上の理由等による溶接長の変更に全て対応する事が出来る。 Since the groove is formed uniformly in the longitudinal direction of the steel bar, all changes in the weld length due to the weld design, differences in weld strength due to the material of the steel pipe, and reasons for welding work must be supported. I can do it.
鋼管側面に溶接したリング形状の金物は、鋼管と棒鋼との偏心に伴う面外曲げモーメントを、金物の円周方向の引張力として処理出来る為、鋼管と棒鋼との溶接部に偏心に伴う面外曲げモーメントを発生させず、偏心曲げモーメントに伴う接合材の性能低下ならびに鋼管および周辺基礎スラブの破壊を防止する事が可能である。 Ring-shaped hardware welded to the side of a steel pipe can handle the out-of-plane bending moment associated with the eccentricity of the steel pipe and the steel bar as the tensile force in the circumferential direction of the hardware. Without generating an external bending moment, it is possible to prevent the deterioration of the performance of the joint material due to the eccentric bending moment and the destruction of the steel pipe and the surrounding foundation slab.
鋼管側面に溶接したリング形状の金物は、エンドタブの機能も果たす事が出来る為、立向の溶接姿勢であっても、開先付き異形棒鋼の下端の溶接外端から上端に至る溶接部を確実に溶接する事が可能である。 The ring-shaped hardware welded to the side of the steel pipe can also function as an end tab, so even in a vertical welding position, the welded part from the weld outer end to the upper end of the lower end of the deformed steel bar with a groove is surely secured. It is possible to weld to.
ここで、本発明の開先付き異形棒鋼とその杭頭接合構造および施工法の一実施例を図面に基づいて説明する。 Here, an embodiment of the deformed steel bar with groove, the pile head joint structure and construction method of the present invention will be described with reference to the drawings.
第1図は、請求項1、2および3の発明に係わる開先付き異形棒鋼6の立面図である。開先付き異形棒鋼6は、節7とJ形開先8とリブ9を全長にわたって連続して成形した構成の例を示しているが、ロールに掘る溝の形状およびピッチを変える事により、節7と開先8を、棒鋼の長手方向に予め定めた間隔で、断続的にロール成型する事も可能である。節7は円周方向に平行に配置した例を、又、リブ9は長手方向の両側に配置した例を示しているが、規則性があり一様である形状および本数であれば全て成形可能である。
FIG. 1 is an elevational view of a deformed
第2図は、第1図のB−B線による開先付き異形棒鋼6の断面詳細図である。J形開先8は、開先付き異形棒鋼6の断面視では、直線と円弧を組み合わせてアルファベットのJに似た開先形状で、側面視では棒鋼の両側に設けた長手方向に続く面である開先の事である。
開先付き異形棒鋼6のJ形の開先8を、その棒鋼の両側に設け、そのJ形開先8は長手方向に続く面として形成している。
J形開先8とJ形開先8の間は、鋼管2に接触するように長手方向に成形した面である。
J形の開先8の形状は、レ形も選択出来る。
尚、一般に開先は溶着金属の溶け込みを良くする為に滑らかに仕上げる事を原則とするが、製作上等の理由から、J形開先8表面に1.0mm程度の開先寸法許容差以内の凹凸を持たせて加工する事もある。
FIG. 2 is a detailed cross-sectional view of a deformed
A J-
Between the J-
The shape of the J-
In general, the groove should be finished smoothly in order to improve the penetration of the weld metal, but for reasons such as manufacturing, the surface of the J-
第3図は、第1図のC線による開先付き異形棒鋼6の立面図である。開先8と開先8の間は鋼管2に接触するように成形した面11であり、この実施例では長手方向に節7と窪み10を断続的に形成した例を示しているが、必要とされる付着性能に応じて、連続的に節7を成形したり、又、節7が全く無い面にする事もある。
この節7と窪み10を鋼管2と接触する面11から突出させず成形する為に、面11の孔型を予め、節7の高さ分突出させて加工しておき、その後、節7を成形する溝を孔型に面11の位置まで掘り下げて行っている。
FIG. 3 is an elevational view of the
In order to form the
第4図は、開先付き異形棒鋼6を鋼管杭1の鋼管2の側面に取り付けた状態の平面図である。
鋼管杭1は外側の鋼管2と鋼管2の側面に溶接されたリング形状の金物12と内部に打設されたコンクリート3から構成され、開先付き異形棒鋼6は外側の鋼管2の側面に均等に6本溶接した例を示している。
リング形状の金物12は、前記開先付き異形棒鋼の開先を覆う幅を有している。
FIG. 4 is a plan view showing a state in which the
The
The ring-
第5図は、第4図のA−A線による縦断面図であり、開先付き異形棒鋼6を、鋼管2の側面に溶接したリング形状の金物12の上端に、開先付き異形棒鋼6の下端を接触させて、開先付き異形棒鋼6を杭1の鋼管2の側面に多数本溶接した状態の例を示している。尚、開先付き異形棒鋼6は本実施例以外に、H形などの形鋼との溶接ならびに開先付き異形棒鋼6同士の溶接などあらゆる鋼材との溶接に適用可能である。
FIG. 5 is a longitudinal sectional view taken along the line AA in FIG. 4, and the
1 鋼管杭
2 鋼管
3 鋼管杭内のコンクリート
4 基礎スラブ
5 杭と開先付き異形棒鋼との溶接部
6 開先付き異形棒鋼
7 開先付き異形棒鋼に設けられた節
8 開先付き異形棒鋼に設けられたJ形開先
9 開先付き異形棒鋼に設けられたリブ
10 開先付き異形棒鋼に設けられた節と節の間の窪み
11 開先と開先の間の鋼管と接触する面(棒鋼の長手方向に成形した面)
12 鋼管側面に取り付けるリング形状の金物
1
12 Ring-shaped hardware attached to the side of the steel pipe
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JP6006366B1 (en) * | 2015-04-21 | 2016-10-12 | 株式会社クラウン | Deformed steel bar with composite groove and its pile head joint structure |
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JP6006274B2 (en) * | 2014-09-29 | 2016-10-12 | 株式会社クラウン | Bending bar with bearing plate |
JP6335100B2 (en) * | 2014-11-07 | 2018-05-30 | 岡部株式会社 | Pile head joint structure of steel pipe concrete pile |
JP6923143B2 (en) * | 2019-03-28 | 2021-08-18 | 雅浩 菅野 | Fittings for steel pipes |
JP7462908B2 (en) | 2020-03-24 | 2024-04-08 | パイルフォーラム株式会社 | Pile head treatment structure and pile head treatment method |
JP6926367B1 (en) * | 2020-05-17 | 2021-08-25 | 株式会社クラウン | Expanded pile head joint structure with deformed steel bars with hooks |
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JPH05179661A (en) * | 1992-01-06 | 1993-07-20 | Nkk Corp | Steel material for jointing steel pipe pile head part |
JPH0819861A (en) * | 1994-07-04 | 1996-01-23 | Maeda Corp | Method for welding flare part of steel and iron plate |
JP2002013137A (en) * | 2000-06-28 | 2002-01-18 | Katsuhiro Tanaka | Pile head connection structure between pile with steel pipe and foundation slab |
JP2002256552A (en) * | 2001-03-05 | 2002-09-11 | Nippon Steel Corp | Position adjustable joining structure of steel pipe pile and anchor reinforcement |
JP2003247243A (en) * | 2002-02-25 | 2003-09-05 | Katsuhiro Tanaka | Pile head join structure by use of small eccentric join member |
Cited By (1)
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JP6006366B1 (en) * | 2015-04-21 | 2016-10-12 | 株式会社クラウン | Deformed steel bar with composite groove and its pile head joint structure |
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