JP2515605Y2 - Auxiliary jig for press-fitting steel pipes - Google Patents
Auxiliary jig for press-fitting steel pipesInfo
- Publication number
- JP2515605Y2 JP2515605Y2 JP5532991U JP5532991U JP2515605Y2 JP 2515605 Y2 JP2515605 Y2 JP 2515605Y2 JP 5532991 U JP5532991 U JP 5532991U JP 5532991 U JP5532991 U JP 5532991U JP 2515605 Y2 JP2515605 Y2 JP 2515605Y2
- Authority
- JP
- Japan
- Prior art keywords
- press
- steel pipe
- fitting
- jig
- auxiliary jig
- 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.)
- Expired - Lifetime
Links
Landscapes
- Piles And Underground Anchors (AREA)
- Placing Or Removing Of Piles Or Sheet Piles, Or Accessories Thereof (AREA)
Description
【0001】[0001]
【産業上の利用分野】本考案は、鋼管杭による地下連続
壁の構築に際し、3軸あるいは5軸などの掘削機によっ
て掘削した孔内に鋼管を圧入するために、筒状の治具本
体の筒軸芯方向の一端側に、オーガマシンに着脱可能に
取り付ける連結用フランジを設けるとともに、他端側
に、圧入用鋼管の内周面に周方向に所定間隔を隔てて付
設した係合用凸部に係止するアングル形状の切欠きを設
けた鋼管回転圧入用補助治具に関する。BACKGROUND OF THE INVENTION The present invention relates to a tubular jig body for press-fitting a steel pipe into a hole excavated by an excavator such as a three-axis or a five-axis when constructing an underground continuous wall with a steel pipe pile. A coupling flange that is detachably attached to the auger machine is provided on one end side in the cylinder axis direction, and an engaging convex portion is provided on the other end side on the inner peripheral surface of the press-fitting steel pipe at predetermined intervals in the circumferential direction. The present invention relates to an auxiliary jig for rotationally press-fitting a steel pipe, which is provided with an angle-shaped notch that is locked to
【0002】[0002]
【従来の技術】一般に、構築した地下連続壁の上部横外
方の約1m程度の深さ部分を掘削し、そこにソイルを打
設して山止め処理を施しているが、その山止め処理のた
めに手間を要して工程が増えるとともに余分の材料が必
要で、工期および工費のいずれもが増大する欠点があ
り、また、地下連続壁の横外方に山止め処理を施すスペ
ースを確保するために、敷地一杯に建物を構築できない
欠点があった。2. Description of the Related Art Generally, a depth of about 1 m outside the upper lateral side of a constructed underground continuous wall is excavated, and a soil is placed there to carry out cliff-stopping treatment. It takes time and labor to increase the number of steps and requires extra materials, which has the drawback of increasing both the construction period and the construction cost, and also secures a space to be provided with a mountain stopper on the lateral outside of the continuous underground wall. Therefore, there was a drawback that the building could not be built to fill the site.
【0003】そこで、従来では、最上部の鋼管の内周面
所定箇所に山止め構成材としてのH形鋼を溶接し、それ
らのH形鋼に矢板を取り付けて山止め処理を施すことに
より、敷地一杯に建物を構築できるようにしている。Therefore, conventionally, by welding H-shaped steel as a mountain stopper constituent material to a predetermined position on the inner peripheral surface of the uppermost steel pipe, and attaching a sheet pile to these H-shaped steels to perform mountain stopper treatment, We are building a building that fills the site.
【0004】[0004]
【考案が解決しようとする課題】しかしながら、従来で
は、最上部の鋼管を圧入した後にH形鋼を溶接しなけれ
ばならないため、手間を要して工期を有効に短縮できな
い欠点があった。However, in the past, since the H-section steel had to be welded after the uppermost steel pipe was press-fitted, there was a drawback that labor was required and the construction period could not be effectively shortened.
【0005】本考案は、このような事情に鑑みてなされ
たものであって、山止め構成材を内周面に溶接した圧入
用鋼管を、その山止め構成材の位置を確実に確認しなが
ら、かつ、作業スペースを極力小さくした状態で圧入で
きる鋼管回転圧入用補助治具を提供することを目的とす
る。The present invention has been made in view of the above circumstances, and it is possible to reliably confirm the position of the mountain stopper forming member of a press-fitting steel pipe in which the mountain stopper forming member is welded to the inner peripheral surface. It is also an object of the present invention to provide a steel pipe rotary press-fitting auxiliary jig that can be press-fitted in a state where the working space is made as small as possible.
【0006】[0006]
【課題を解決するための手段】本考案は、上述のような
目的を達成するために、筒状の治具本体の筒軸芯方向の
一端側に、オーガマシンに着脱可能に取り付ける連結用
フランジを設けるとともに、他端側に、圧入用鋼管の内
周面に周方向に所定間隔を隔てて付設した係合用凸部に
係止するアングル形状の切欠きを設けた鋼管回転圧入用
補助治具において、治具本体の周方向の所定箇所に、そ
の筒軸芯方向所定長さにわたって、圧入用鋼管の内周面
に溶接した山止め構成材を入れ込む凹部を形成して構成
する。SUMMARY OF THE INVENTION In order to achieve the above-mentioned object, the present invention provides a connection flange detachably attached to an auger machine at one end side of a cylindrical jig body in the cylinder axis direction. And an auxiliary jig for rotary press-fitting of a steel pipe, in which the other end is provided with an angle-shaped notch for engaging with an engaging projection provided on the inner peripheral surface of the press-fitting steel pipe at predetermined intervals in the circumferential direction. In the above, a concave portion is formed at a predetermined position in the circumferential direction of the jig main body, into which a mountain stopper component welded to the inner circumferential surface of the press-fitting steel pipe is inserted over a predetermined length in the cylinder axis direction.
【0007】[0007]
【作用】本考案の鋼管回転圧入用補助治具の構成によれ
ば、予め、最上部となる圧入用鋼管の内周面に山止め構
成材を溶接しておき、山止め構成材を凹部に入れ込んだ
状態で圧入用鋼管の内周面に付設した凸部に切欠きを係
止させ、オーガマシンの駆動回転によって掘削孔内に圧
入し、所定深さまで圧入した後、山止め構成材が所定の
位置になるように位置調整しておき、それらの山止め構
成材にわたって矢板を取り付けて山止め処理を施すこと
ができる。According to the structure of the steel pipe rotary press-fitting jig of the present invention, the mountain stopper component is welded to the inner peripheral surface of the uppermost press-fitting steel pipe in advance, and the mountain stopper component is formed in the recess. With the notch locked in the convex part attached to the inner peripheral surface of the press-fitting steel pipe in the inserted state, press-fitted into the excavation hole by driving rotation of the auger machine, press-fitted to a predetermined depth, It is possible to adjust the position so as to obtain a predetermined position, and attach the sheet piles over these mountain stopper constituent materials to perform the mountain stopper treatment.
【0008】[0008]
【実施例】次に、本考案の実施例を図面に基づいて詳述
する。Next, an embodiment of the present invention will be described in detail with reference to the drawings.
【0009】図1は、鋼管回転圧入用補助治具およびそ
れに係止される圧入用鋼管の一部切欠全体斜視図であ
り、筒状の治具本体1の筒軸芯方向の一端側に、オーガ
マシン2(図5参照)に着脱可能に取り付ける連結用フ
ランジ3が設けられ、一方、他端側に、圧入用鋼管4の
内周面に周方向に所定間隔を隔てて付設された係合用凸
部5…に係止するアングル形状の切欠き6が設けられて
いる。FIG. 1 is a partial cutaway perspective view of a steel pipe rotary press-fitting auxiliary jig and a press-fitting steel pipe engaged with the jig. One end side of a cylindrical jig body 1 in the cylinder axis direction is A connecting flange 3 is provided which is detachably attached to the auger machine 2 (see FIG. 5), and on the other hand, for engagement, which is attached to the inner peripheral surface of the press-fitting steel pipe 4 at a predetermined interval in the circumferential direction. Angle-shaped notches 6 that engage with the protrusions 5 are provided.
【0010】治具本体1の周方向の所定箇所に、その筒
軸芯方向所定長さにわたって凹部7が形成され、図2の
側面図、図3の横断面図(図2のA−A線拡大断面図)
および図4の要部の縦断面図(図3のB−B線拡大断面
図)それぞれに示すように、圧入用鋼管4の内周面に管
軸芯方向に突出する状態で溶接された山止め構成材とし
てのH形鋼8を凹部7に入れ込み、その状態で切欠き6
を係合用凸部5…に係止できるように構成されている。
図中9は補強プレートを示している。A recess 7 is formed at a predetermined position in the circumferential direction of the jig body 1 over a predetermined length in the cylinder axis direction, and is shown in a side view of FIG. 2 and a cross-sectional view of FIG. 3 (line AA in FIG. 2). (Enlarged sectional view)
As shown in each of the longitudinal cross-sectional views (enlarged cross-sectional view taken along the line BB of FIG. 3) of FIG. 4 and FIG. 4, the mountain welded to the inner peripheral surface of the press-fitting steel pipe 4 in a state of protruding in the pipe axis direction. H-shaped steel 8 as a stopper component is put into the recessed portion 7, and in that state, the notch 6
Are configured to be locked to the engaging convex portions 5 ...
In the figure, 9 indicates a reinforcing plate.
【0011】次に、上記構成の鋼管回転圧入用補助治具
Jを用いて行う山止め処理について説明する。Next, description will be made on the mountain stopping process performed by using the steel pipe rotary press-fitting auxiliary jig J having the above structure.
【0012】先ず、図5の(a)に示すように、3軸あ
るいは5軸などの掘削機によって掘削された掘削孔10
の上方に、圧入用鋼管4を構成する下側用の鋼管4aを
クレーン(図示せず)によって吊り下げ、その下側用の
鋼管4aを掘削孔10内に建て込む。First, as shown in FIG. 5A, the excavation hole 10 excavated by a three-axis or five-axis excavator.
A steel pipe 4a for the lower side, which constitutes the steel pipe 4 for press-fitting, is hung above by a crane (not shown), and the steel pipe 4a for the lower side is built in the excavation hole 10.
【0013】次いで、図5の(b)に示すように、圧入
用鋼管4を構成する、上端にH形鋼8を溶接した上側用
の鋼管4bをクレーン(図示せず)によって吊り下げ、
その上側用の鋼管4bの下端を下側用の鋼管4aの上端
に溶接する。Then, as shown in FIG. 5 (b), an upper steel pipe 4b, which constitutes the press-fitting steel pipe 4 and has an H-shaped steel 8 welded to its upper end, is hung by a crane (not shown),
The lower end of the upper steel pipe 4b is welded to the upper end of the lower steel pipe 4a.
【0014】その後、図5の(c)に示すように、オー
ガマシン2を備えたアースオーガ11を掘削孔10の近
くまで走行して停止させ、オーガマシン2に連結用フラ
ンジ3を取り付けて補助治具Jを一体的に取り付け、H
形鋼8を凹部7に入れ込んだ状態で切欠き6を係合用凸
部5…に回転係止し、図5の(d)に示すように、オー
ガマシン2の駆動回転により圧入し、H形鋼8が敷地の
境界側に所定姿勢で位置するようにして掘削孔10内に
所定深さまで建て込む。Thereafter, as shown in FIG. 5 (c), the earth auger 11 equipped with the auger machine 2 is run near the excavation hole 10 and stopped, and the auger machine 2 is attached with the connecting flange 3 to assist it. Jig J is attached integrally and H
With the shaped steel 8 inserted in the concave portion 7, the notch 6 is rotationally locked to the engaging convex portion 5 ... And press-fitted by driving rotation of the auger machine 2 as shown in FIG. The shaped steel 8 is built in the excavation hole 10 to a predetermined depth so that the shaped steel 8 is located in a predetermined posture on the boundary side of the site.
【0015】そして、図6の平面図および図7の側面図
それぞれに示すように、所定間隔をおいて建て込まれた
H形鋼8…にわたって腹起こし12を取り付けるととも
にその腹起こし12に鋼矢板13…を取り付けて山止め
処理を施す。Then, as shown in the plan view of FIG. 6 and the side view of FIG. 7, respectively, a waving member 12 is attached over the H-shaped steels 8 built at predetermined intervals, and a steel sheet pile is attached to the waving member 12. 13 is attached and a mountain stopper is applied.
【0016】[0016]
【考案の効果】本考案の鋼管回転圧入用補助治具によれ
ば、工場とか現場などにおいて、最上部となる圧入用鋼
管の内周面に山止め構成材を予め溶接しておくことがで
きるから、圧入用鋼管を掘削孔内へ圧入した後での山止
め構成材の溶接作業を不用にでき、山止め処理作業を迅
速に行うことができて工期を短縮できるようになった。EFFECTS OF THE INVENTION According to the steel pipe rotary press-fitting auxiliary jig of the present invention, it is possible to previously weld the mountain stopper component material to the inner peripheral surface of the uppermost press-fitting steel pipe in a factory or on-site. Therefore, the welding work of the mountain stopper component material after the press-fitting steel pipe has been press-fitted into the excavation hole can be dispensed with, and the mountain stopper processing work can be carried out quickly and the construction period can be shortened.
【0017】しかも、例えば、圧入用鋼管の外部に凸部
を形成して切欠きに係止させた場合であると、補助治具
を圧入用鋼管より大きくしなければならないうえに、山
止め構成材の位置が外部から確認できないのに比べ、本
案では、山止め構成材を入れ込む凹部を形成し、圧入用
鋼管の内周面に付設した凸部に切欠きを係止させるか
ら、補助治具を圧入用鋼管より大きくせずに済むのみな
らず、山止め構成材を外部から見ることができ、その位
置確認が容易で実用上極めて便利である。In addition, for example, in the case where a convex portion is formed on the outside of the press-fitting steel pipe and is locked in the notch, the auxiliary jig must be larger than the press-fitting steel pipe, and a mountain stopper structure is required. In contrast to the fact that the position of the material cannot be confirmed from the outside, in this proposal, a recess is formed to receive the mountain stopper component material, and the notch is locked to the projection attached to the inner peripheral surface of the press-fitting steel pipe. Not only does the tool have to be larger than the press-fitting steel pipe, but the cleat component can be seen from the outside, and its position can be easily confirmed, which is extremely convenient in practice.
【図1】鋼管回転圧入用補助治具およびそれに係止され
る圧入用鋼管の一部切欠全体斜視図である。FIG. 1 is a partial cutaway perspective view of a steel pipe rotary press-fitting auxiliary jig and a press-fitting steel pipe locked by the jig.
【図2】治具本体の側面図である。FIG. 2 is a side view of a jig body.
【図3】図2のA−A線拡大断面図である。3 is an enlarged cross-sectional view taken along the line AA of FIG.
【図4】図3のB−B線拡大断面図である。FIG. 4 is an enlarged sectional view taken along line BB of FIG.
【図5】鋼管回転圧入用補助治具を用いて行う山止め処
理を説明する概略縦断面図である。FIG. 5 is a schematic vertical cross-sectional view illustrating a mountain stopping process performed using a steel pipe rotary press-fitting auxiliary jig.
【図6】山止め処理部の平面図である。FIG. 6 is a plan view of a mountain stopper processing unit.
【図7】山止め処理部の側面図である。FIG. 7 is a side view of a mountain stopper processing unit.
1…治具本体 2…オーガマシン 3…連結用フランジ 4…圧入用鋼管 5…係合用凸部 6…切欠 7…凹部 8…山止め構成材としてのH形鋼 10…掘削孔 11…アースオーガ DESCRIPTION OF SYMBOLS 1 ... Jig main body 2 ... Auger machine 3 ... Connection flange 4 ... Press-fitting steel pipe 5 ... Engagement convex part 6 ... Notch 7 ... Recessed part 8 ... H-shaped steel as a mountain stopper component 10 ... Excavation hole 11 ... Earth auger
Claims (1)
に、オーガマシンに着脱可能に取り付ける連結用フラン
ジを設けるとともに、他端側に、圧入用鋼管の内周面に
周方向に所定間隔を隔てて付設した係合用凸部に係止す
るアングル形状の切欠きを設けた鋼管回転圧入用補助治
具において、前記治具本体の周方向の所定箇所に、その
筒軸芯方向所定長さにわたって、前記圧入用鋼管の内周
面に溶接した山止め構成材を入れ込む凹部を形成してあ
ることを特徴とする鋼管回転圧入用補助治具。1. A connection flange detachably attached to an auger machine is provided on one end side of a tubular jig body in the cylinder axis direction, and the other end side is circumferentially formed on an inner peripheral surface of a press-fitting steel pipe. In a steel pipe rotary press-fitting auxiliary jig provided with angle-shaped notches for engaging with engaging protrusions provided at a predetermined interval, at a predetermined position in the circumferential direction of the jig body, in the cylinder axis direction. An auxiliary jig for rotary press-fitting of a steel pipe, characterized in that a recess for receiving a welded mountain component is formed on the inner peripheral surface of the steel pipe for press-fitting over a predetermined length.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP5532991U JP2515605Y2 (en) | 1991-06-19 | 1991-06-19 | Auxiliary jig for press-fitting steel pipes |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP5532991U JP2515605Y2 (en) | 1991-06-19 | 1991-06-19 | Auxiliary jig for press-fitting steel pipes |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH04138434U JPH04138434U (en) | 1992-12-25 |
JP2515605Y2 true JP2515605Y2 (en) | 1996-10-30 |
Family
ID=31929772
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP5532991U Expired - Lifetime JP2515605Y2 (en) | 1991-06-19 | 1991-06-19 | Auxiliary jig for press-fitting steel pipes |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP2515605Y2 (en) |
-
1991
- 1991-06-19 JP JP5532991U patent/JP2515605Y2/en not_active Expired - Lifetime
Also Published As
Publication number | Publication date |
---|---|
JPH04138434U (en) | 1992-12-25 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
JPS6019370B2 (en) | How to build an underground continuous wall | |
JP2515605Y2 (en) | Auxiliary jig for press-fitting steel pipes | |
JP2001107319A (en) | Aseismic reinforcing method of pier and aseismic reinforced structure | |
JP2003138558A (en) | Connected steel pipe sheet pile, steel pipe connection structure using the same, steel pipe sheet pile wall, and soil cement continuous wall | |
JPH08284159A (en) | Connection structure of pile head | |
JP5775750B2 (en) | Steel pipe concrete composite pile | |
JP2002309591A (en) | Structure for joining pile head to steel footing beam | |
JPH042235Y2 (en) | ||
JPH0721196B2 (en) | Reverse construction method of underground structure | |
JPH0223633Y2 (en) | ||
JPH0220271Y2 (en) | ||
JPH10114954A (en) | Manhole body block applied to small-bore pipe jacking and method of manhole construction | |
JPS6124728A (en) | Method of building manhole | |
JP2003020657A (en) | Structure of connection part between pile and pile head structural body | |
JP3270699B2 (en) | Hollow box for underground burial | |
JPS5841227Y2 (en) | Element for mountain retainer | |
JPS6035649Y2 (en) | manhole | |
JP2597107Y2 (en) | Connection structure between RC continuous wall and soil column wall | |
JP2023147049A (en) | Underground structure construction method | |
JP2782274B2 (en) | Connection method of caisson and supporting pile in pneumatic caisson method | |
JPH0428936Y2 (en) | ||
JPS6311482B2 (en) | ||
JPH0635325U (en) | Rebar cage eccentricity prevention device for cast-in-place reinforced concrete piles | |
JPH01322020A (en) | Pile head processing cap for in-situ pile | |
JP5010437B2 (en) | Substructure |