JPH0577323U - Reinforcement member for H-shaped pile - Google Patents

Reinforcement member for H-shaped pile

Info

Publication number
JPH0577323U
JPH0577323U JP2982292U JP2982292U JPH0577323U JP H0577323 U JPH0577323 U JP H0577323U JP 2982292 U JP2982292 U JP 2982292U JP 2982292 U JP2982292 U JP 2982292U JP H0577323 U JPH0577323 U JP H0577323U
Authority
JP
Japan
Prior art keywords
reinforcing member
shaped
flange
shaped pile
web
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
Application number
JP2982292U
Other languages
Japanese (ja)
Inventor
北村  精男
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
GIKEN LTD.
Original Assignee
GIKEN LTD.
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by GIKEN LTD. filed Critical GIKEN LTD.
Priority to JP2982292U priority Critical patent/JPH0577323U/en
Publication of JPH0577323U publication Critical patent/JPH0577323U/en
Pending legal-status Critical Current

Links

Abstract

(57)【要約】 【目的】 H形形状杭に補強部材を取付けることにより
工事現場でH形形状杭を地中に打設する際、地中に存在
する石、岩盤、土質、土圧等によりH形形状杭が抵抗を
うけて変形を生じ杭のH形形状が崩れることがない。 【構成】 ウエブ2およびフランジ3からなるH形形状
杭1のフランジ2、ウエブ3またはH形形状杭1の先端
部に取付ける。
(57) [Summary] [Purpose] When placing H-shaped piles in the ground at the construction site by attaching reinforcing members to the H-shaped piles, stones, rocks, soil, earth pressure, etc. existing in the ground As a result, the H-shaped pile is not deformed due to the resistance and the H-shaped pile is not broken. [Structure] A flange 2, a web 3 or an H-shaped pile 1 of an H-shaped pile 1 composed of a web 2 and a flange 3 is attached to the tip of the H-shaped pile 1.

Description

【考案の詳細な説明】[Detailed description of the device]

【0001】[0001]

【産業上の利用分野】[Industrial applications]

本考案は、H形形状杭に使用する補強部材に関するものである。 The present invention relates to a reinforcing member used for an H-shaped pile.

【0002】[0002]

【従来の技術】[Prior Art]

従来のH形形状杭は、工事現場における地中への打設時に地中に存在する石、 岩盤、土質、土圧等により抵抗をうけて変形を生じ、フランジが変形することが あった。そのためその端部に形成されたフランジ間が内側に変形しグリップ相互 間の間隔が狭くなったり、フランジ間が拡開変形することによりグリップ相互間 の間隔が広くなった。またウエブが変形してフランジ相互間の間隔が狭まったり して杭のH形形状が崩れた。この変形は特にその先端部分に著しく表れた。この ような変形状態でH形形状杭を打設すると鉛直に打設したり、直線状に打設する ことができないなどの欠点があり、また打設時の抵抗も増大した。 When the conventional H-shaped pile was placed in the ground at the construction site, it was deformed due to resistance due to stones, bedrock, soil, earth pressure, etc. existing in the ground, and the flange was sometimes deformed. As a result, the gaps between the grips were widened due to the inward deformation of the flanges formed at the ends, which narrowed the gap between the grips, and the expanded deformation of the flanges. In addition, the web deformed and the distance between the flanges narrowed, and the H-shape of the pile collapsed. This deformation was particularly remarkable at the tip portion. When the H-shaped piles are driven in such a deformed state, there are drawbacks such as that they cannot be driven vertically or they cannot be driven in a straight line, and the resistance when driving is increased.

【0003】[0003]

【考案が解決しようとする課題】[Problems to be solved by the device]

従来のH形形状杭は、ウエブとフランジとからなり、最も打設抵抗のかかるフ ランジ部分に補強手段が施されてないため、工事現場で打設する際、地中に存在 する石、岩盤、土質、土圧等により抵抗をうけて変形を生じ抗のH形形状が崩れ るという問題点があった。 本考案は、H形形状杭を補強部材により補強することによりH形形状抗が抵抗 をうけても容易に変形することがなく鉛直に、また直線状に打設することができ るH形形状杭の補強板を提供することを目的としている。 The conventional H-shaped pile consists of a web and a flange, and since the flange part with the highest resistance to driving is not provided with reinforcing means, when driving at the construction site, stones and rocks existing in the ground However, there was a problem that the resistance H shape was destroyed by deformation due to resistance due to soil quality, earth pressure, etc. According to the present invention, the H-shaped pile is reinforced by the reinforcing member so that the H-shaped pile can be driven vertically or linearly without being easily deformed even if it receives resistance. It is intended to provide a reinforcing plate for piles.

【0004】[0004]

【課題を解決するための手段】[Means for Solving the Problems]

上記目的を達成するために、本考案は鋼材を加工して補強部材を形成し、該補 強部材をH形形状杭のフランジ、またはウエブおよびフランジに取付けることを 特徴とする。または、鋼材を中央部分で曲折し両先端をフランジの内側に、曲折 部分をウエブに固定することを特徴とする。または、鋼材を折曲して三角形状に 形成し、各角部をウエブおよびフランジに固定することを特徴とする。または、 鋼材から形成された枠形部材とX字形状部材からなり前記枠形部材の各角部をウ エブに固定することを特徴とする。 このように本考案の補強部材は各種の形状よりなるが、基本的には強度上有利 な三角形状またはその組合わせとした。 In order to achieve the above object, the present invention is characterized in that a steel member is processed to form a reinforcing member, and the reinforcing member is attached to the flange of the H-shaped pile or the web and the flange. Alternatively, it is characterized in that the steel material is bent at the central portion, both ends are fixed to the inside of the flange, and the bent portion is fixed to the web. Alternatively, it is characterized in that a steel material is bent to form a triangular shape and each corner is fixed to a web and a flange. Alternatively, it is characterized in that the frame-shaped member is made of steel and the X-shaped member is fixed to each corner of the frame-shaped member. As described above, the reinforcing member of the present invention has various shapes, but basically, the triangular shape or a combination thereof is advantageous in terms of strength.

【0005】[0005]

【作用】[Action]

前記のように補強部材をフランジまたはウエブおよびフランジに取付けたH形 形状杭を地中に打設する際、地中に存在する石、岩盤、土質、土圧等によりH形 形状杭が抵抗をうけても容易に変形することがなく鉛直に、また直線状にスムー ズに打設することができる。 When the H-shaped pile with the reinforcing member attached to the flange or the web and the flange as described above is driven into the ground, the H-shaped pile causes resistance due to the stone, rock, soil, earth pressure, etc. existing in the ground. It does not easily deform even if it receives it, and it can be placed vertically or smoothly in a straight line.

【0006】[0006]

【実施例】【Example】

本考案の実施例を図1乃至図11を参照して説明する。符号1はH形形状杭、 符号2はウエブ、符号3はフランジ、符号4はグリップ、符号5は補強部材、符 号6は溶接箇所、符号7は取付片および符号8は段部である。図1に示す第1実 施例で、フランジ3の間にV字状に形成された鋼材よりなる補強部材5をその曲 折部分をウエブ2に、また各先端部をそれぞれフランジ3の内側部に当接し、該 当接箇所を溶接により固定したものである。図1に示した第1実施例は、補強部 材5を片側に設けたが、図2に示すように補強部材5を両側に設けてもよい。ま た、上記当接個所や他の実施例における補強部材の固定は溶接に限らずボルトな どの固定手段でもよい。 図3に示した第2実施例は、補強部材5を三角形状に形成し、その各角部をウ エブ2およびフランジ3に溶接して補強したものであり、勿論、この補強部材を ウエブ2の両側に設けてもよい。 An embodiment of the present invention will be described with reference to FIGS. Reference numeral 1 is an H-shaped pile, reference numeral 2 is a web, reference numeral 3 is a flange, reference numeral 4 is a grip, reference numeral 5 is a reinforcing member, reference numeral 6 is a welding portion, reference numeral 7 is a mounting piece, and reference numeral 8 is a step portion. In the first embodiment shown in FIG. 1, a reinforcing member 5 made of steel material formed in a V shape between the flanges 3 is provided with a bent portion on the web 2 and each tip portion on an inner portion of the flange 3. It is abutted against and fixed at the abutting point by welding. Although the reinforcing member 5 is provided on one side in the first embodiment shown in FIG. 1, the reinforcing member 5 may be provided on both sides as shown in FIG. Further, the fixing of the abutting portion and the reinforcing member in other embodiments is not limited to welding but may be fixing means such as bolts. In the second embodiment shown in FIG. 3, the reinforcing member 5 is formed in a triangular shape, and its corners are welded to the web 2 and the flange 3 for reinforcement. Of course, this reinforcing member is used for the web 2 It may be provided on both sides of.

【0007】 図4に示した第3実施例は、四辺形の枠形11とX状に形成した補強材12と からなる補強部材5をその二辺をフランジ3に当接し、前記枠形11の各角部を 溶接し固定したものである。この補強部材5のフランジ3に当接する二辺を延長 して枠形11を拡大しウエブ2の近傍まで補強してもよく、さらに、前記枠形1 1の補強部材5をウエブ2の両側に設けてもよい。 図5に示した第4実施例は、K字状に形成された補強部材5の各角部をウエブ 2ならびにフランジ3に当接し、その当接部を溶接したものであり、この場合も ウエブ2の両側に補強部材5を設けてもよい。In the third embodiment shown in FIG. 4, a reinforcing member 5 composed of a quadrilateral frame 11 and a reinforcing member 12 formed in an X shape is abutted on the flange 3 on two sides thereof to form the frame 11 Each corner of the is welded and fixed. The two sides of the reinforcing member 5 that come into contact with the flange 3 may be extended to expand the frame shape 11 to reinforce the vicinity of the web 2. Further, the reinforcing members 5 of the frame shape 11 may be provided on both sides of the web 2. It may be provided. The fourth embodiment shown in FIG. 5 is one in which each corner of the K-shaped reinforcing member 5 is brought into contact with the web 2 and the flange 3 and the abutting portions are welded. You may provide the reinforcement member 5 on both sides of 2.

【0008】 図6に示した第5実施例では、X字状に形成された補強部材5の各端部をフラ ンジ3に当接し、各当接個所を溶接したものであり、この場合もウエブ2の両側 に補強部材5を設けてもよい。 図7に示した第6実施例では、I字状に形成された補強材13と四辺形の枠形 に形成された補強材14からなる補強部材5の各端部をウエブ2ならびにフラン ジ3に溶接6し固定したものであり、この場合もウエブ2の両側に補強部材5を 設けてもよい。In the fifth embodiment shown in FIG. 6, each end portion of the reinforcing member 5 formed in an X shape is brought into contact with the flange 3 and each contact portion is welded, and in this case as well. Reinforcing members 5 may be provided on both sides of the web 2. In the sixth embodiment shown in FIG. 7, each end portion of the reinforcing member 5 including the reinforcing member 13 formed in an I shape and the reinforcing member 14 formed in the shape of a quadrangle is connected to the web 2 and the flange 3 respectively. In this case, the reinforcing members 5 may be provided on both sides of the web 2.

【0009】 前記の補強部材5のH形形状杭への取付けは、H形形状杭の先端部または必要 に応じて適当な箇所に設ければよく、また、図11に示すように前記補強部材5 を複数個設けてもよい。さらに、前記図4に示した第3実施例の四辺形の枠形1 1とX状に形成した補強材12とからなる補強部材5をH形形状杭の先端部に取 付ける場合は、図8に示すように四辺形枠における対向する二辺の上端を延長し て取付片7を形成し、前記四辺形枠からなる補強部材をH形形状杭の先端部に嵌 合し、前記取付片7をフランジ3に当接し溶接またはボルト、ナット9により固 定、緊締すればよい。The reinforcing member 5 may be attached to the H-shaped pile by providing it at the tip of the H-shaped pile or at an appropriate place as necessary. Further, as shown in FIG. A plurality of 5 may be provided. Furthermore, when attaching the reinforcing member 5 including the quadrilateral frame shape 11 of the third embodiment shown in FIG. 4 and the reinforcing member 12 formed in the X shape to the tip of the H-shaped pile, As shown in FIG. 8, the upper ends of the two opposite sides of the quadrilateral frame are extended to form a mounting piece 7, and the reinforcing member made of the quadrilateral frame is fitted to the tip of the H-shaped pile to form the mounting piece. 7 may be brought into contact with the flange 3 and then welded or fixed and tightened with bolts and nuts 9.

【0010】 また、図9に示すように四辺形枠における対向する二辺の上端を延長して取付 片7を形成する際に段部8を形成すれば、その段部8がH形形状杭の先端部に係 合するのでH形形状杭を地中に打設する際、仮に溶接箇所またはボルト、ナット 9による固定、緊締が外れたとしても補強部材がH形形状杭の先端部から外れる ことがない。Further, as shown in FIG. 9, when a step portion 8 is formed when the upper ends of two opposite sides of the quadrilateral frame are extended to form the mounting piece 7, the step portion 8 is an H-shaped pile. When the H-shaped pile is driven into the ground, the reinforcing member will come off from the tip of the H-shaped pile even if the welding location or the fixing or tightening with bolts and nuts 9 is removed. Never.

【0011】 図9に示した補強部材5の取付は取付片7をフランジ3の外側に沿うように形 成したが、図10に示すように補強部材の取付片7をフランジ3の内側に沿うよ うに形成すればフランジ3と補強部材5が面一となるのでH形形状抗の地中への 打設時、摩擦抵抗が少なくなりスムーズに打設することができる。Although the reinforcing member 5 shown in FIG. 9 is formed by mounting the mounting piece 7 along the outside of the flange 3, the reinforcing member's mounting piece 7 is arranged along the inside of the flange 3 as shown in FIG. If formed in this manner, the flange 3 and the reinforcing member 5 are flush with each other, so that when the H-shaped profile is struck in the ground, the friction resistance is reduced and the slab can be smoothly struck.

【0012】 本考案の補強部材5をH形形状杭に取付ける際、油圧式圧入引抜機を使用する 場合は現場でH形形状杭をチャック挿入後に取付けることができる。また、バイ ロブ等により上部で掴む場合は工場または作業現場のいずれでも取付けることが できるので、作業計画に基づいて効率のよい取付作業を選択できる。When the reinforcing member 5 of the present invention is attached to the H-shaped pile, when the hydraulic press-fitting / extracting machine is used, the H-shaped pile can be attached on the spot after inserting the chuck. Also, when grasping at the top with a bilob, etc., it can be installed either at the factory or at the work site, so efficient installation work can be selected based on the work plan.

【0013】[0013]

【考案の効果】[Effect of the device]

本考案は、以上説明したように構成されているので、H形形状抗を工事現場で 地中に打設する際に、地中に存在する石、岩盤、土質、土圧等によりH形形状杭 が抵抗をうけて変形を生じ杭のH形形状が崩れることがなく、鉛直に、また直線 状に打設することができる。また杭の変形による打設に伴う抵抗力の増大が少な い。さらに従来のH形形状杭に簡単に補強部材を取付けることができるので、わ ざわざ補強したH形形状杭を製造する必要がなく、製造コストを安価にでき経済 的である。さらに、その取付も工場または作業現場のいずれでも行えるので、作 業計画に基づいて効率のよい取付作業を行え作業効率が向上する。 Since the present invention is configured as described above, when the H-shaped profile is placed in the ground at the construction site, the H-shaped profile is formed due to the stone, rock, soil, earth pressure, etc. existing in the ground. The pile can be driven vertically and in a straight line without being deformed due to resistance and the H-shape of the pile is not destroyed. In addition, the increase of the resistance force due to the driving due to the deformation of the pile is small. Further, since the reinforcing member can be easily attached to the conventional H-shaped pile, there is no need to purposely manufacture a reinforced H-shaped pile, and the manufacturing cost can be reduced and it is economical. Furthermore, since the installation can be performed either at the factory or at the work site, efficient installation work can be performed based on the work plan, and work efficiency is improved.

【図面の簡単な説明】[Brief description of drawings]

【図1】本考案の第1実施例の平面図。FIG. 1 is a plan view of a first embodiment of the present invention.

【図2】本考案の第1実施例の平面図。FIG. 2 is a plan view of the first embodiment of the present invention.

【図3】本考案の第2実施例の平面図。FIG. 3 is a plan view of a second embodiment of the present invention.

【図4】本考案の第3実施例の平面図。FIG. 4 is a plan view of a third embodiment of the present invention.

【図5】本考案の第4実施例の平面図。FIG. 5 is a plan view of a fourth embodiment of the present invention.

【図6】本考案の第5実施例の平面図。FIG. 6 is a plan view of a fifth embodiment of the present invention.

【図7】本考案の第6実施例の平面図。FIG. 7 is a plan view of a sixth embodiment of the present invention.

【図8】本考案の第3実施例の使用状態を示す斜視図。FIG. 8 is a perspective view showing a usage state of a third embodiment of the present invention.

【図9】本考案の第3実施例の使用状態を示す断面図。FIG. 9 is a sectional view showing a usage state of a third embodiment of the present invention.

【図10】本考案の第3実施例の使用状態を示す断面
図。
FIG. 10 is a sectional view showing a usage state of a third embodiment of the present invention.

【図11】本考案の第1実施例の使用状態を示す一部切
欠断面図。
FIG. 11 is a partially cutaway sectional view showing a usage state of the first embodiment of the present invention.

【符号の説明】[Explanation of symbols]

1 H形形状杭 2 ウエブ 3 フランジ 4 グリップ 5 補強部材 6 固定箇所 7 取付片 8 段部 1 H-shaped pile 2 Web 3 Flange 4 Grip 5 Reinforcing member 6 Fixing point 7 Mounting piece 8 Step

Claims (4)

【実用新案登録請求の範囲】[Scope of utility model registration request] 【請求項1】 鋼材を加工して補強部材を形成し、該補
強部材をH形形状杭のフランジ、またはウエブおよびフ
ランジに取付けるH形形状杭の補強部材。
1. A reinforcing member for an H-shaped pile in which a steel member is processed to form a reinforcing member, and the reinforcing member is attached to the flange of the H-shaped pile or to the web and the flange.
【請求項2】 前記補強部材は、鋼材を中央部分で曲折
し、両先端をフランジの内側に、曲折部分をウエブに固
定することを特徴とする請求項1のH形形状杭の補強部
材。
2. The reinforcing member for an H-shaped pile according to claim 1, wherein the reinforcing member is formed by bending a steel material at a central portion, fixing both ends to the inside of the flange and fixing the bent portion to the web.
【請求項3】 前記補強部材は、鋼材を折曲して三角形
状に形成し、各角部をウエブおよびフランジに固定する
ことを特徴とする請求項1のH形形状杭の補強部材。
3. The reinforcing member for an H-shaped pile according to claim 1, wherein the reinforcing member is formed by bending a steel material into a triangular shape, and fixing each corner portion to the web and the flange.
【請求項4】 前記補強部材は、鋼材で形成された枠形
部材とX字形状部材からなり前記枠形部材の各角部をウ
エブに固定することを特徴とする請求項1のH形形状杭
の補強部材。
4. The H-shape according to claim 1, wherein the reinforcing member is composed of a frame-shaped member made of steel and an X-shaped member, and each corner of the frame-shaped member is fixed to the web. Reinforcement material for piles.
JP2982292U 1992-03-24 1992-03-24 Reinforcement member for H-shaped pile Pending JPH0577323U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2982292U JPH0577323U (en) 1992-03-24 1992-03-24 Reinforcement member for H-shaped pile

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2982292U JPH0577323U (en) 1992-03-24 1992-03-24 Reinforcement member for H-shaped pile

Publications (1)

Publication Number Publication Date
JPH0577323U true JPH0577323U (en) 1993-10-22

Family

ID=12286722

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2982292U Pending JPH0577323U (en) 1992-03-24 1992-03-24 Reinforcement member for H-shaped pile

Country Status (1)

Country Link
JP (1) JPH0577323U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2013014897A (en) * 2011-07-01 2013-01-24 Santoppu Engineer Kk Casing for drain material placement

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5792213A (en) * 1980-11-27 1982-06-08 Nippon Kokan Raito Steel Kk Steel sheet pile
JPH0351364U (en) * 1989-09-26 1991-05-20

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5792213A (en) * 1980-11-27 1982-06-08 Nippon Kokan Raito Steel Kk Steel sheet pile
JPH0351364U (en) * 1989-09-26 1991-05-20

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2013014897A (en) * 2011-07-01 2013-01-24 Santoppu Engineer Kk Casing for drain material placement

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