JPH11217831A - Ground cutting device of steel material - Google Patents
Ground cutting device of steel materialInfo
- Publication number
- JPH11217831A JPH11217831A JP2183598A JP2183598A JPH11217831A JP H11217831 A JPH11217831 A JP H11217831A JP 2183598 A JP2183598 A JP 2183598A JP 2183598 A JP2183598 A JP 2183598A JP H11217831 A JPH11217831 A JP H11217831A
- Authority
- JP
- Japan
- Prior art keywords
- rod
- steel material
- steel
- drawn
- lifting
- 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
- Placing Or Removing Of Piles Or Sheet Piles, Or Accessories Thereof (AREA)
Abstract
Description
【0001】[0001]
【発明の属する技術分野】本発明は、主として、湾岸の
防波堤や河川の堤防などの強化改善あるいは修理施工に
際して、特に、打ち込みにより埋設された既存のH型鋼
や鋼矢板などの被引抜き鋼材を地切りするための地切り
装置に関するものである。BACKGROUND OF THE INVENTION The present invention relates mainly to the improvement and repair of seawalls and river embankments on bay shores, and particularly to the use of existing H-shaped steel or steel sheet piles buried by driving into ground. The present invention relates to a ground cutting device for cutting.
【0002】[0002]
【従来の技術】既に施工されている鋼材を引抜くため
に、従来から使用されている引抜き装置は、最初の地切
り動作と、その後の引抜き動作(長いストロークで引抜
きを行う)とを連続して行うように構成されているの
で、機械構造的には、精々、80トン前後の荷重にしか
耐えることができない。2. Description of the Related Art In order to pull out a steel material that has already been constructed, a drawing device conventionally used continuously performs an initial ground-cutting operation and a subsequent drawing operation (drawing with a long stroke). The structure is such that the mechanical structure can withstand a load of only about 80 tons at most.
【0003】しかし、打ち込み、埋設された鋼材には、
その沈下を防止する目的で、地中の箇所に球根状の抵抗
物が装着されているので、最初の地切り動作の際に、強
大な引抜き力を必要とする(実際に、300〜1000
トンの荷重抵抗がある)。そこで、前記抵抗物の上側の
適当箇所で、埋設鋼材を切断し、これを除いて、それ以
下の埋設部材を、そのまま、放置することが、しばし
ば、現実の施工で行われている。これは、その箇所で
の、その後の施工に支障となる場合がある。However, the implanted and buried steel materials include:
In order to prevent the settlement, a bulb-shaped resistor is mounted in the underground, so that a strong pulling force is required at the time of the first ground breaking operation (actually, 300 to 1000).
Tons of load resistance). Therefore, it is often practiced in actual construction to cut the buried steel material at an appropriate place above the resistor and leave the buried steel members, except for this, as they are. This may hinder subsequent construction at that location.
【0004】[0004]
【発明が解決しようとする課題】本発明は、上記事情に
基づいてなされたもので、鋼材の地切り動作が、最初の
短いストロークにおいて実現できる点に着目し、地切り
動作にのみに適用できる高負荷仕様の地切り装置を提供
することを目的とする。SUMMARY OF THE INVENTION The present invention has been made on the basis of the above circumstances, and focuses on the fact that the grounding operation of a steel material can be realized in the first short stroke, and can be applied only to the grounding operation. It is an object of the present invention to provide a high-load specification ground separation device.
【0005】[0005]
【課題を解決するための手段】このため、本発明では、
打ち込みにより埋設されたH型鋼や鋼矢板などの被引抜
き鋼材を地切りするための鋼材の地切り装置において、
前記被引抜き鋼材の前後において、地上に支持される架
台と、該架台上に設けた油圧ジャッキと、該油圧ジャッ
キのジャッキ動作で昇降する引抜き用ロッドと、該ロッ
ドの下端に枢支されたチャック手段とより構成されてお
り、前記油圧ジャッキは、その昇降体に前記ロッドを支
持しており、該昇降体に油圧を作用して前記ロッドの昇
降を行わせる構成であることを特徴とする。Therefore, in the present invention,
In a steel grounding device for grounding drawn steel materials such as H-shaped steel and steel sheet pile buried by driving,
Before and after the steel material to be drawn, a gantry supported on the ground, a hydraulic jack provided on the gantry, a pulling rod that moves up and down by jacking the hydraulic jack, and a chuck pivotally supported at the lower end of the rod The hydraulic jack has a structure in which the rod is supported by an elevating body thereof, and a hydraulic pressure is applied to the elevating body to move the rod up and down.
【0006】この場合、前記チャック手段は、下端に向
かって接近する一対の支持爪を有する吊持体と、前記ロ
ッドの上昇時に被引抜き鋼材と前記支持爪との間でくさ
び動作する楔部材とで構成されているのがよい。また、
前記引抜き用ロッドは、昇降体に位置調整可能に螺合し
た雄ネジ部を具有するとよい。In this case, the chuck means includes a suspending body having a pair of support claws approaching to a lower end, and a wedge member which wedges between the steel material to be drawn and the support claws when the rod is raised. It is good to be constituted by. Also,
It is preferable that the pulling rod has a male screw portion screwed to the elevating body so as to be adjustable in position.
【0007】[0007]
【発明の実施の形態】以下、本発明の鋼材の地切り装置
の実施の形態を、図面を参照しながら、具体的に説明す
る。ここでは、打ち込みにより埋設されたH型鋼や鋼矢
板などの被引抜き鋼材Sを地切りするための鋼材の地切
り装置が、被引抜き鋼材Sの前後において、台木1を介
して地上に支持される架台2と、架台2上に設けた油圧
ジャッキ3と、油圧ジャッキ3のジャッキ動作で昇降す
る引抜き用ロッド4と、ロッド4の下端に枢支されたチ
ャック手段5とより構成されている。BRIEF DESCRIPTION OF THE DRAWINGS FIG. 1 is a perspective view showing an embodiment of a steel material partitioning device according to the present invention. Here, a steel grounding device for grounding a steel material S to be drawn such as an H-shaped steel or a steel sheet pile buried by driving is supported on the ground via a stock 1 before and after the steel material S to be drawn. A hydraulic jack 3 provided on the gantry 2, a pull-out rod 4 that moves up and down by jacking of the hydraulic jack 3, and chuck means 5 pivotally supported by a lower end of the rod 4.
【0008】そして、油圧ジャッキ3は、ロッド4に形
成した雄ネジ部4aに位置調整可能に螺合する雌ネジ部
3aを介して、ロッド4を昇降体3bに支持しており、
昇降体3bに油圧を作用して、ロッド4の昇降を行わせ
る構成になっている。これらの雄ネジ部4aおよび雌ネ
ジ部3aは、ロッド4の昇降動作を行わせる際に、十分
な引上げ力を確保するために、山形歯あるいは角形歯な
どの、所謂、結合ネジの構成をなしている。The hydraulic jack 3 supports the rod 4 on an elevating body 3b via a female screw 3a screwed into a male screw 4a formed on the rod 4 so as to be position-adjustable.
The structure is such that the hydraulic pressure acts on the elevating body 3b to move the rod 4 up and down. The male screw portion 4a and the female screw portion 3a form a so-called connecting screw such as an angle tooth or a square tooth in order to secure a sufficient pulling force when the rod 4 is moved up and down. ing.
【0009】なお、この実施の形態では、昇降体3b
は、ロッド4が貫通する貫通孔3cを備えており、この
貫通孔3c内には、雌ネジ部3aが、昇降体3bに下側
から当接する独立したナットの形状で装備されている。
また、ロッド4の上端部には、前記ナットと共に昇降体
3bを締め付けるロックナット6が調整可能に螺合され
ている。In this embodiment, the elevating body 3b
Is provided with a through-hole 3c through which the rod 4 penetrates, and in this through-hole 3c, a female screw portion 3a is provided in the form of an independent nut that comes into contact with the elevating body 3b from below.
A lock nut 6 for tightening the elevating body 3b together with the nut is screwed to the upper end of the rod 4 in an adjustable manner.
【0010】また、チャック手段5は、下端に向かって
接近する一対の支持爪5a、5aを有する吊持体5b
と、ロッド4の上昇時に被引抜き鋼材と支持爪5a、5
aとの間で、くさび動作する一対の楔部材(駒)5c、
5cとで構成されている。[0010] The chuck means 5 includes a hanging body 5b having a pair of support claws 5a, 5a approaching the lower end.
When the rod 4 is lifted, the steel material to be extracted and the supporting claws 5a, 5a
a, a pair of wedge members (pieces) 5c that move wedges,
5c.
【0011】このような構成では、先ず、油圧ジャッキ
3の油圧をリリースして、ロッド4を降下し、支持爪5
a、5aの間に被引抜き鋼材Sの上端部を導入する。次
いで、楔部材5c、5cを支持爪5a、5aと被引抜き
鋼材Sとの間に挿入し(予め、支持爪5a、5a間に挿
入して置いて、その間に被引抜き鋼材Sの上端部を導入
してもよい)、この状態で、雄ネジ部4aに雌ネジ部3
aを螺合し、ロッド4を昇降体3bに固定し、しかる後
に、油圧ジャッキ3に油圧をチャージすると、昇降体3
bが上昇し、ロッド4を介して、吊持体5bを上昇す
る。In such a configuration, first, the hydraulic pressure of the hydraulic jack 3 is released, the rod 4 is lowered, and the support claw 5 is released.
The upper end of the steel material S to be drawn is introduced between a and 5a. Next, the wedge members 5c, 5c are inserted between the support claws 5a, 5a and the steel material S to be drawn (before inserted and placed between the support claws 5a, 5a, and the upper end of the steel material S to be drawn is placed therebetween. In this state, the female screw 3a is attached to the male screw 4a.
a, and the rod 4 is fixed to the lifting / lowering body 3b. Thereafter, when hydraulic pressure is charged to the hydraulic jack 3, the lifting / lowering body 3
b rises and lifts the suspension 5b via the rod 4.
【0012】これによって、支持爪5a、5a間では、
滑り摩擦による楔効果で、被引抜き鋼材Sの上端部が吊
持体5bに吊持され、前述の油圧ジャッキ3の働きで、
そのジャッキの可動ストロークの範囲で、被引抜き鋼材
Sを上昇させる。この場合のジャッキの出力は、300
〜1000トン程度であって、十分に被引抜き鋼材Sの
初期段階の引き上げ(地切り)を実現できる。その後、
クレーンなどのストロークの大きな引き上げ装置に、引
き上げ作業を引き継ぐことで、被引抜き鋼材の引き上げ
を完遂するのである。Thus, between the supporting claws 5a, 5a,
Due to the wedge effect due to sliding friction, the upper end portion of the steel material S to be drawn is suspended by the suspension 5b, and by the operation of the hydraulic jack 3,
The steel material S to be drawn is raised within the range of the movable stroke of the jack. The output of the jack in this case is 300
Approximately 1000 tons, it is possible to sufficiently realize the pulling (ground cutting) of the steel material S to be drawn at the initial stage. afterwards,
By taking over the lifting operation to a large-stroke lifting device such as a crane, the lifting of the drawn steel material is completed.
【0013】[0013]
【発明の効果】本発明は、以上詳述したようになり、打
ち込みにより埋設されたH型鋼や鋼矢板などの被引抜き
鋼材を地切りするための鋼材の地切り装置において、前
記被引抜き鋼材の前後において、地上に支持される架台
と、該架台上に設けた油圧ジャッキと、該油圧ジャッキ
のジャッキ動作で昇降する引抜き用ロッドと、該ロッド
の下端に枢支されたチャック手段とより構成されてお
り、前記油圧ジャッキは、その昇降体に前記ロッドを支
持しており、該昇降体に油圧を作用して前記ロッドの昇
降を行わせる構成である。As described in detail above, the present invention relates to a steel grounding apparatus for grounding a drawn steel material such as an H-shaped steel or a steel sheet pile embedded by driving, and Before and after, a gantry supported on the ground, a hydraulic jack provided on the gantry, a pull-out rod that moves up and down by jack operation of the hydraulic jack, and chuck means pivotally supported at a lower end of the rod are constituted. The hydraulic jack has a structure in which the rod is supported by an elevating body, and hydraulic pressure is applied to the elevating body to move the rod up and down.
【0014】従って、鋼材の引抜きに際して、その初期
段階の、高負荷の地切り動作を確実に行って、従来のよ
うな途中切断などの処置をする必要がなく、鋼材の引抜
き作業を完遂でき、これによって、その箇所での、その
後の施工を容易にするという効果が得られる。Therefore, when the steel material is drawn, a high-load ground-cutting operation in the initial stage is surely performed, so that it is not necessary to perform a treatment such as a conventional midway cutting, and the drawing operation of the steel material can be completed. This has the effect of facilitating subsequent construction at that location.
【図1】本発明の鋼材の地切り装置の実施の形態を示す
側面図である。FIG. 1 is a side view showing an embodiment of a steel material partitioning device according to the present invention.
【図2】同じく、正面図である。FIG. 2 is also a front view.
S 被引抜き鋼材 1 台木 2 架台 3 油圧ジャッキ 3a 雌ネジ部 3b 昇降体 3c 貫通孔 4 ロッド 4a 雄ネジ部 5 チャック手段 5a、5a 支持爪 5b 吊持体 5c 貫通孔 6 ロックナット S Steel to be drawn 1 Rootstock 2 Stand 3 Hydraulic jack 3a Female thread 3b Lifting body 3c Through hole 4 Rod 4a Male thread 5 Chuck means 5a, 5a Supporting claw 5b Suspension body 5c Through hole 6 Lock nut
Claims (3)
板などの被引抜き鋼材を引抜くための鋼材の引抜き装置
において、前記被引抜き鋼材の前後において、地上に支
持される架台と、該架台上に設けた油圧ジャッキと、該
油圧ジャッキのジャッキ動作で昇降する引抜き用ロッド
と、該ロッドの下端に枢支されたチャック手段とより構
成されており、前記油圧ジャッキは、その昇降体に前記
ロッドを支持しており、該昇降体に油圧を作用して前記
ロッドの昇降を行わせる構成であることを特徴とする鋼
材の地切り装置。1. A steel drawing apparatus for drawing a steel material to be drawn such as an H-shaped steel or a steel sheet pile embedded by driving, a base supported on the ground before and after the drawn steel material, and , A pull-out rod that moves up and down by jack operation of the hydraulic jack, and chuck means that is pivotally supported at the lower end of the rod. And a lifting device for lifting the rod by applying hydraulic pressure to the lifting member.
近する一対の支持爪を有する吊持体と、前記ロッドの上
昇時に被引抜き鋼材と前記支持爪との間でくさび動作す
る楔部材とで構成されていることを特徴とする請求項1
に記載の鋼材の地切り装置。The chuck means includes a hanging body having a pair of support claws approaching to a lower end, and a wedge member which wedges between the steel material to be drawn and the support claws when the rod is raised. 2. The device according to claim 1, wherein
2. A steel ground separation device according to claim 1.
整可能に螺合した雄ネジ部を具有することを特徴とする
請求項1あるいは2に記載の鋼材の地切り装置。3. The apparatus according to claim 1, wherein the pull-out rod has a male screw portion screwed to a lifting body so as to be position-adjustable.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2183598A JPH11217831A (en) | 1998-02-03 | 1998-02-03 | Ground cutting device of steel material |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2183598A JPH11217831A (en) | 1998-02-03 | 1998-02-03 | Ground cutting device of steel material |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JPH11217831A true JPH11217831A (en) | 1999-08-10 |
Family
ID=12066142
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP2183598A Pending JPH11217831A (en) | 1998-02-03 | 1998-02-03 | Ground cutting device of steel material |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH11217831A (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101838988A (en) * | 2010-05-10 | 2010-09-22 | 昆明捷程桩工有限责任公司 | Comprehensive construction method for extracting anchor cable |
| JP2012082576A (en) * | 2010-10-07 | 2012-04-26 | Taisei Corp | Buried member removal device |
| CN102832564A (en) * | 2012-09-07 | 2012-12-19 | 沧州供电公司 | Pull-out device of power grounding bar |
| CN109763488A (en) * | 2019-01-29 | 2019-05-17 | 南京金长江交通设施有限公司 | A kind of guard rail breakdown van pile pulling device |
-
1998
- 1998-02-03 JP JP2183598A patent/JPH11217831A/en active Pending
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101838988A (en) * | 2010-05-10 | 2010-09-22 | 昆明捷程桩工有限责任公司 | Comprehensive construction method for extracting anchor cable |
| CN101838988B (en) | 2010-05-10 | 2012-07-11 | 昆明捷程桩工有限责任公司 | A comprehensive construction method for pulling anchor cables |
| JP2012082576A (en) * | 2010-10-07 | 2012-04-26 | Taisei Corp | Buried member removal device |
| CN102832564A (en) * | 2012-09-07 | 2012-12-19 | 沧州供电公司 | Pull-out device of power grounding bar |
| CN109763488A (en) * | 2019-01-29 | 2019-05-17 | 南京金长江交通设施有限公司 | A kind of guard rail breakdown van pile pulling device |
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