JPH0676431U - Steel pipe pile joint device - Google Patents
Steel pipe pile joint deviceInfo
- Publication number
- JPH0676431U JPH0676431U JP2442193U JP2442193U JPH0676431U JP H0676431 U JPH0676431 U JP H0676431U JP 2442193 U JP2442193 U JP 2442193U JP 2442193 U JP2442193 U JP 2442193U JP H0676431 U JPH0676431 U JP H0676431U
- Authority
- JP
- Japan
- Prior art keywords
- steel pipe
- joint member
- joint
- pipe pile
- female joint
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Pending
Links
Landscapes
- Bulkheads Adapted To Foundation Construction (AREA)
Abstract
(57)【要約】
【目的】 鋼管杭どうしを連結する継手の強化とコスト
の低減、施工性の向上を図る。
【構成】 鋼管杭1の外側面に設けた雄継手部材3と雌
継手部材4とを嵌合して、鋼管杭1,1どうしを連結す
る継手において、雌継手部材4の両翼部5,5どうし
を、その付根から先端までの中間部において、間隔保持
部材8により結合する。それによって、雌継手部材4の
剛性が高くなり、継手の抜け防止が可能となり、コスト
の低減が図れるとともに、杭の建込み精度がよくなり施
工性が向上する。
(57) [Summary] [Purpose] To strengthen joints that connect steel pipe piles together, reduce costs, and improve workability. [Structure] In a joint for connecting steel pipe piles 1 and 1 by fitting a male joint member 3 and a female joint member 4 provided on the outer surface of a steel pipe pile 1, both wing portions 5, 5 of the female joint member 4 in the joint. The spaces are joined together by the spacing member 8 at the intermediate portion from the root to the tip. Thereby, the rigidity of the female joint member 4 is increased, the joint can be prevented from coming off, the cost can be reduced, and the pile erection accuracy is improved and the workability is improved.
Description
【0001】[0001]
本考案は、土留壁等に用いる鋼管杭を相互に連結するための継手装置に関する ものである。 The present invention relates to a joint device for mutually connecting steel pipe piles used for retaining walls and the like.
【0002】[0002]
建設現場での土留や仕切りとして、鋼管杭を柱列状に連結して打設する土留壁 が用いられている。この土留壁は、各鋼管杭の両側長手方向に設けた継手を介し て互いに連結するものである。上記継手については各種の構造のものがあるが、 一般には、実公昭63-38285号公報等に示されている、小径鋼管類を用いたOC継 手と称されているものが多く採用されており、また、この変形である、C形継手 部材の方をコ字形とした継手が用いられている。 Soil retaining walls, which are constructed by connecting steel pipe piles in columns, are used for retaining soil and partitioning at construction sites. The retaining walls are connected to each other via joints provided in the longitudinal direction on both sides of each steel pipe pile. There are various types of joints for the above-mentioned joints, but in general, many joints called OC joints using small diameter steel pipes, which are disclosed in Japanese Utility Model Publication No. 63-38285, are often used. In addition, a C-shaped joint member, which is a modification of the C-shaped joint member, is used.
【0003】[0003]
しかし、上記のようなOC継手では、嵌合された継手に引張力が働いた場合、 C形或はコ字形継手部材の方が開きやすいため、抜けが発生するという欠点があ る。 However, in the OC joint as described above, when a tensile force acts on the fitted joint, the C-shaped or U-shaped joint member is more likely to open, so that the OC joint has a drawback in that it may come off.
【0004】 本考案は、上記従来の継手における欠点を解決し、継手の強度、剛性及び止水 性が向上し、継手の抜け防止ができるとともに、杭の建込み精度がよく、コスト の低減が図れる、鋼管杭の継手装置を提供しようとするものである。The present invention solves the above-mentioned drawbacks of the conventional joints, improves the strength, rigidity, and water blocking performance of the joints, prevents the joints from falling out, and has a high pile installation accuracy, which reduces the cost. An object of the present invention is to provide a joint device for a steel pipe pile that can be achieved.
【0005】[0005]
上記の目的を達成するための本考案の構成について、実施例に対応する図面を 参照して説明すると、本考案は、鋼管杭1の本管2の外側面に、該本管2の長手 方向に沿って雄継手部材3と雌継手部材4とを突設し、それら両継手部材3,4 を嵌合して鋼管杭1,1どうしを連結する継手において、雌継手部材4の両翼部 5,5を、その付根から先端に至る中間部において、互いに間隔保持部材8によ り結合したことを特徴とするものである。 The structure of the present invention for achieving the above object will be described with reference to the drawings corresponding to the embodiments. The present invention is directed to the outer surface of the main pipe 2 of the steel pipe pile 1 in the longitudinal direction of the main pipe 2. A male joint member 3 and a female joint member 4 are provided so as to project along the joint, and both joint members 3 and 4 are fitted to connect the steel pipe piles 1 and 1 to each other. , 5 are connected to each other by a spacing member 8 at an intermediate portion from the root to the tip.
【0006】[0006]
上記の継手を設けた鋼管杭1,1相互の連結は、図1に示すように、先に沈設 された鋼管杭の雌継手部材4内に、後から沈設する鋼管杭の雄継手部材3を嵌合 して行なわれる。この場合、雌継手部材4の両翼部5,5は、その中間部が間隔 保持材により結合されているので、両翼部5,5の開きに対する強度、剛性が高 くなる。そのため、嵌合状態が堅固なものとなり、止水性の向上が図れる。また 、雌継手部材4の板厚を薄くしても継手の抜け防止が可能である。 As shown in FIG. 1, the steel pipe piles 1 and 1 provided with the above joints are connected to each other by inserting the male joint member 3 of the steel pipe pile, which is to be subsequently sunk, into the female joint member 4 of the steel pipe pile that has been previously sunk. It is done by fitting. In this case, since the intermediate portions of the blades 5 and 5 of the female joint member 4 are joined by the spacing member, the strength and rigidity of the blades 5 and 5 against opening are increased. Therefore, the fitted state becomes solid, and the water blocking performance can be improved. Further, even if the thickness of the female joint member 4 is reduced, the joint can be prevented from coming off.
【0007】[0007]
以下、本考案の実施例について図面を参照して説明する。図1、図2において 、1は鋼管杭で、大径の本管(鋼管)2の対向する両外側面の一方には、鋼管2 ,2どうしを連結する継手の一方の雄継手部材3が、また、鋼管2の外側面の他 方には、同じく他方の雌継手部材4が、それぞれ鋼管2の長手方向に沿って溶接 9,9により固着されている。 Embodiments of the present invention will be described below with reference to the drawings. In FIGS. 1 and 2, 1 is a steel pipe pile, and one male joint member 3 of one of the joints connecting the steel pipes 2 and 2 is provided on one of the opposing outer side surfaces of the large-diameter main pipe (steel pipe) 2. On the other side of the outer surface of the steel pipe 2, the other female joint member 4 is fixed by welding 9, 9 along the longitudinal direction of the steel pipe 2, respectively.
【0008】 上記一方の雄継手部材3は、断面円形或は図示のような断面ダルマ形の小径鋼 管により形成されている。また、他方の雌継手部材4は、雄継手部材3の外径よ り広い間隔をおいて一対の翼部5,5が突出しており、両翼部5,5の先端部は 互いに対向側に屈曲して突出部6,6が形成され、それら突出部6,6間に、雄 継手部材3の基部が挿通できる開口部7が形成されている。そして、両翼部5, 5は、互いに中間部において、長さ方向に隔設した間隔保持部材8,8により結 合されている。The one male joint member 3 is formed of a small-diameter steel pipe having a circular cross section or a Dharma cross section as shown in the drawing. The other female joint member 4 has a pair of blades 5 and 5 projecting at intervals wider than the outer diameter of the male joint member 3, and the tips of both blades 5 and 5 are bent toward opposite sides. Thus, the protrusions 6 and 6 are formed, and the opening 7 through which the base portion of the male joint member 3 can be inserted is formed between the protrusions 6 and 6. The wing portions 5 and 5 are connected to each other in the middle portion by the spacing members 8 and 8 which are spaced from each other in the longitudinal direction.
【0009】 なお、図の実施例では、両翼部5,5は鋼管2と溶接9される基部において連 続したものとなっているが、それら翼部5,5は、各独立して形成することもで きる。また、間隔保持部材8は、棒材を溶接したりリベット加工により取付け、 或はボルト材を用いてナット締めして取付けができる。さらに、間隔保持部材8 は棒材に限らず板材を用いることも、また、板材を翼部5,5の全長にわたって 延設することも可能である。In the embodiment shown in the drawings, the blades 5 and 5 are connected to each other at the base portion to be welded 9 to the steel pipe 2. However, the blades 5 and 5 are formed independently of each other. You can also do it. Further, the spacing member 8 can be attached by welding a rod or riveting, or by tightening a nut with a bolt. Further, the spacing member 8 is not limited to a rod member, and a plate member can be used, or the plate member can be extended over the entire length of the blade portions 5, 5.
【0010】 図3は、雌継手部材4に断面形状をC形の部材4aを用いた例を示したもので 、両翼部5,5は円弧状に形成されている。図4は、雄継手部材3に断面T形の 部材3aを使用し、雌継手部材4に断面C形の部材4aを使用した例を示したも のである。FIG. 3 shows an example in which a member 4a having a C-shaped cross section is used as the female joint member 4, and both blades 5 and 5 are formed in an arc shape. FIG. 4 shows an example in which the male joint member 3 is a member 3a having a T-shaped cross section and the female joint member 4 is a member 4a having a C-shaped cross section.
【0011】[0011]
以上説明したように、本考案の継手装置は、雄継手部材に外嵌する雌継手部材 の両翼部の中間部間を間隔保持部材で結合したので、両翼部の開きが抑制され、 雄継手部材の抜けが防止できる。また、継手の嵌合状態が堅固なものとなるため 、止水性が向上される。さらに、継手の板厚を薄くしても継手の抜け防止が可能 であり、コストの低減に寄与できるとともに、雌継手部材の剛性が上がるため、 杭の建込み精度が上り施工性が向上する。 As described above, in the joint device of the present invention, since the intermediate portions of both blades of the female joint member that are externally fitted to the male joint member are connected by the spacing member, the opening of both blades is suppressed, and the male joint member is suppressed. Can be prevented from coming off. In addition, since the fitting state of the joint is firm, the water stopping property is improved. Further, even if the joint plate is thinned, the joint can be prevented from coming off, which can contribute to cost reduction, and the rigidity of the female joint member is increased, so that the pile installation accuracy is improved and the workability is improved.
【図1】本考案の一実施例を示す平断面図である。FIG. 1 is a plan sectional view showing an embodiment of the present invention.
【図2】同要部の縦断側面図である。FIG. 2 is a vertical sectional side view of the main part.
【図3】本考案の他の実施例を示す要部平断面図であ
る。FIG. 3 is a plan sectional view showing a main part of another embodiment of the present invention.
【図4】本考案のさらに他の実施例を示す要部平断面図
である。FIG. 4 is a plan sectional view showing a main part of still another embodiment of the present invention.
1 鋼管杭 2 鋼管 3 雄継手部材 4 雌継手部材 5 翼部 7 両口部 8 間隔保持部材 1 Steel Pipe Pile 2 Steel Pipe 3 Male Joint Member 4 Female Joint Member 5 Wing Part 7 Both Mouth Portion 8 Interval Holding Member
Claims (1)
継手部材と雌継手部材とを突設し、それら両継手部材を
嵌合して鋼管杭どうしを連絡する継手において、雌継手
部材の両翼部を、その付根から先端に至る中間部におい
て、互いに間隔保持部材により結合したことを特徴とす
る、鋼管杭の継手装置。On the outer surface of the main pipe of the steel pipe pile, a male joint member and a female joint member are provided to project along the longitudinal direction of the main pipe, and a joint for connecting the steel pipe piles by fitting these joint members together, A joint device for a steel pipe pile, characterized in that both wing portions of a female joint member are connected to each other by a spacing member at an intermediate portion from a root to a tip thereof.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2442193U JPH0676431U (en) | 1993-04-13 | 1993-04-13 | Steel pipe pile joint device |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2442193U JPH0676431U (en) | 1993-04-13 | 1993-04-13 | Steel pipe pile joint device |
Publications (1)
Publication Number | Publication Date |
---|---|
JPH0676431U true JPH0676431U (en) | 1994-10-28 |
Family
ID=12137697
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP2442193U Pending JPH0676431U (en) | 1993-04-13 | 1993-04-13 | Steel pipe pile joint device |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH0676431U (en) |
Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS557310A (en) * | 1978-06-29 | 1980-01-19 | Nippon Kokan Kk <Nkk> | Method of constructing underground continuous wall by use of steel-frame material with no joint |
JPS5644846U (en) * | 1979-09-14 | 1981-04-22 |
-
1993
- 1993-04-13 JP JP2442193U patent/JPH0676431U/en active Pending
Patent Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS557310A (en) * | 1978-06-29 | 1980-01-19 | Nippon Kokan Kk <Nkk> | Method of constructing underground continuous wall by use of steel-frame material with no joint |
JPS5644846U (en) * | 1979-09-14 | 1981-04-22 |
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