JPH0988060A - Screw joint pile joining jig - Google Patents
Screw joint pile joining jigInfo
- Publication number
- JPH0988060A JPH0988060A JP24405795A JP24405795A JPH0988060A JP H0988060 A JPH0988060 A JP H0988060A JP 24405795 A JP24405795 A JP 24405795A JP 24405795 A JP24405795 A JP 24405795A JP H0988060 A JPH0988060 A JP H0988060A
- Authority
- JP
- Japan
- Prior art keywords
- pile
- screw
- joining
- joining jig
- 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.)
- Granted
Links
Landscapes
- Piles And Underground Anchors (AREA)
- Placing Or Removing Of Piles Or Sheet Piles, Or Accessories Thereof (AREA)
Abstract
(57)【要約】
【解決手段】 ネジを設けた上部部材8aと、上部部材
8aのネジに螺合するネジが設けられ、上部部材8aと
は予めネジ込み接合されている下部部材8bと、接合治
具を吊るために上部部材8aに設けられた懸架部材と、
上杭を吊るために下部部材8bに設けられた懸架部材と
を備えており、上杭を旋回させると、下部部材8bも旋
回して、下杭1と上杭2とがネジ込み接合するととも
に、上部部材8aと下部部材8bに設けたネジは螺合し
つつ間隔が拡がるように構成したことを特徴とするネジ
継手杭の接合治具5。また杭に設けたネジピッチと、接
合治具5内に設けたネジピッチとを同一に構成する接合
治具5。更に接合治具5を構成するネジを、平行ネジで
構成する接合治具5。
(57) Abstract: An upper member 8a provided with a screw, and a lower member 8b provided with a screw to be screwed into the screw of the upper member 8a and screwed and joined to the upper member 8a in advance. A suspension member provided on the upper member 8a for suspending the joining jig,
The lower pile 8b is provided with a suspension member provided on the lower member 8b to suspend the upper pile. When the upper pile is swung, the lower member 8b is also swung, and the lower pile 1 and the upper pile 2 are screwed and joined together. A joining jig 5 for a screw joint pile, characterized in that the screws provided on the upper member 8a and the lower member 8b are configured to be screwed together so that the intervals are widened. Further, the joining jig 5 having the same screw pitch provided on the pile and the screw pitch provided inside the joining jig 5. Further, the joining jig 5 in which the screws constituting the joining jig 5 are parallel screws.
Description
【0001】[0001]
【発明の属する技術分野】本発明は、ネジ継手杭を吊り
下げてネジ込み接合する際に、用いられるネジ継手杭の
接合治具に関するものである。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a joining jig for a screw joint pile, which is used when the screw joint pile is suspended and screwed and joined.
【0002】[0002]
【従来の技術】ネジ継手を有する地すべり抑止鋼管杭お
よび鋼管矢板等(これらを「ネジ継手杭」と総称する)
をネジ込み接合する際には、短時間かつ安全に行う必要
がある。2. Description of the Related Art Land slide prevention steel pipe piles and steel pipe sheet piles having screw joints (these are collectively referred to as "screw joint piles")
When screwing and joining, it is necessary to do it safely in a short time.
【0003】図3は、クレーン車10を用いてネジ継手
鋼管杭を吊り下げ、ネジ込み接合する従来の施工方法を
示す。FIG. 3 shows a conventional construction method of suspending a threaded joint steel pipe pile by using a mobile crane 10 and screwing and joining it.
【0004】ここで、1は下杭で上端部内壁にはメスネ
ジが切られ、2は上杭で下端部外壁にはオスネジが切ら
れている。3は吊り金具で杭上部に左右1対設けられて
いる。10はクレーン車、11はジブでクレーン運転者
の操作により傾斜およびスライドする。12はワイヤ
ー、13は吊りフック、14は吊り下げ治具、15はチ
ェーントング、16は接合作業者である。ジブ11に沿
って繰出されたワイヤー12の先端部には吊りフック1
3が取り付けられており、吊りフック13には吊り下げ
治具14が掛けられている。なお、クレーン車10内に
は吊り荷重計(図示しない)が備えられており、ワイヤ
ー12を介して吊り下げられた杭の重量が管理できる。Here, 1 is a lower pile, and a female screw is cut on the inner wall of the upper end portion, and 2 is an upper pile, and a male screw is cut on the outer wall of the lower end portion. 3 is a hanging metal fitting, which is provided on the upper part of the pile in a pair of left and right. 10 is a mobile crane, 11 is a jib which is tilted and slid by the operation of a crane operator. Reference numeral 12 is a wire, 13 is a hanging hook, 14 is a hanging jig, 15 is a chain tong, and 16 is a joining operator. A suspension hook 1 is attached to the tip of the wire 12 drawn out along the jib 11.
3 is attached, and a hanging jig 14 is hung on the hanging hook 13. A suspension load meter (not shown) is provided in the crane vehicle 10 to control the weight of the pile suspended via the wire 12.
【0005】以下、図3に従ってネジ込み接合作業の手
順を説明する。上部が地上より約1メートル飛び出た状
態まで下杭1を地中に埋設後、ワイヤー12に吊り下げ
られた吊り下げ治具14に、上杭2を吊り下げて、下杭
1の直上に搬送する。地上の接合作業者16は、クレー
ン運転者に上杭2を下げるように合図し、クレーン運転
者はこの合図に従って、上杭2の先端(オスネジ部)を
下杭1(メスネジ部)に差し込む。この後、上杭2の外
周にチェーントング15を巻付けた後、接合作業者16
は上杭2を矢印の方向(時計回り)に人力で回転させつ
つ、クレーン運転者に上杭2を下げるように合図しなが
ら、ネジ込み接合するものである。The procedure of the screwing and joining work will be described below with reference to FIG. After burying the lower pile 1 in the ground until the upper part protrudes about 1 m from the ground, the upper pile 2 is hung on the hanging jig 14 hung on the wire 12 and conveyed directly above the lower pile 1. To do. The ground joining worker 16 signals the crane driver to lower the upper pile 2, and the crane driver inserts the tip (male screw portion) of the upper pile 2 into the lower pile 1 (female screw portion) according to this signal. After this, after the chain tongs 15 are wound around the upper pile 2, the joining operator 16
Is a method for screwing and joining the upper pile 2 while manually rotating the upper pile 2 in the direction of the arrow (clockwise) while instructing the crane operator to lower the upper pile 2.
【0006】[0006]
【発明が解決しようとする課題】このようなネジ込み接
合方法では、接合に伴って上杭2は下降するから、下降
する上杭2に従って上杭2を下降させるクレーン運転操
作が必要となる。In such a screw-in joining method, since the upper pile 2 is lowered along with the joining, a crane operation operation for lowering the upper pile 2 in accordance with the descending upper pile 2 is required.
【0007】この際に、クレーン運転者は吊り荷重計を
使用した重量管理を併用し、運転操作(下降量と下降タ
イミングの調整)すれば、より円滑な精度良い接合作業
が可能であるが、ワイヤー12の繰り出し長さによって
調整して下降させるためには熟練した運転操作が必要で
あること、ネジ込み1回転当たりの下降量が微小である
こと、上杭2を吊った状態の作業、言い換えると、吊荷
に近接した作業であり、上杭2が振れた場合、接合作業
者16の安全が確保できない、接合作業者16から離れ
たクレーン運転者への合図によって操作をする必要があ
ること等の点から、細心の注意と作業者の熟練度、並び
に作業者間の意志疎通等の人的要因に頼った不安定な作
業である。At this time, the crane operator can perform smoother and more accurate joining work if he / she uses the weight management using a suspension load meter together with the operation (adjustment of the descending amount and the descending timing). Skilled driving operation is required to adjust and lower the wire 12 according to the payout length, the amount of lowering per screwing one rotation is minute, work with the upper pile 2 suspended, in other words, It is a work close to the suspended load, and when the upper pile 2 swings, the safety of the joining operator 16 cannot be ensured, and it is necessary to operate by a signal to the crane operator who is away from the joining operator 16. From the above points, it is an unstable work that depends on human factors such as close attention, skill of workers, and communication between workers.
【0008】また、現場によってはクレーン運転者と接
合作業者16と直接連絡できない場合があり、中間に合
図作業者を経由して接合する必要がある。さらに、地す
べり抑止鋼管杭を施工する工事現場の地盤は、柔らかく
地すべりの危険がある、クレーン車10等の重量車両が
入るので地すべりを助長する、現場の地盤が傾斜してい
る場合もあって作業性が悪い等の点から、継ぎ杭作業は
迅速、かつ安全に施工することが望ましい。また、大が
かりな装置等を使用すると作業性の低下につながる。In some cases, the crane operator and the joining operator 16 may not be able to be directly contacted with each other, and it is necessary to join the crane operator and the joining operator 16 in the middle. Furthermore, the ground at the construction site where the landslide prevention steel pipe piles are constructed is soft and has a risk of landslides, and a heavy vehicle such as a crane truck 10 enters the ground to promote landslides. It is desirable to carry out the joint pile work quickly and safely because of poor performance. Further, if a large-scale device is used, workability will be reduced.
【0009】本発明は、上記従来技術の問題点を解決す
るために提案されたものであって、簡易な治具構成によ
って、迅速、かつ安全な継ぎ杭作業を可能とし、かつ作
業者の熟練度や作業者間の意志疎通等の人的要因に影響
を受けないネジ継手杭の接合治具を提供するものであ
る。The present invention has been proposed in order to solve the above-mentioned problems of the prior art, and enables a quick and safe joint pile work with a simple jig configuration, and the skill of the operator. (EN) A jig for joining a threaded joint pile that is not affected by human factors such as the degree of communication and communication between workers.
【0010】[0010]
【課題を解決するための手段】請求項1に係わる発明
は、上杭を吊り下げて、下杭に設けたネジに、上杭に設
けたネジを螺合して下杭と上杭とをネジ込み接合する際
に用いるネジ継手杭の接合治具であって、ネジを設けた
上部部材と、上部部材のネジに螺合するネジが設けら
れ、上部部材とは予めネジ込み接合されている下部部材
と、接合治具を吊るために上部部材に設けられた懸架部
材と、上杭を吊るために下部部材に設けられた懸架部材
とを備えており、上杭を旋回させると、下部部材も旋回
して、下杭と上杭とがネジ込み接合するとともに、上部
部材と下部部材に設けたネジは螺合しつつ間隔が拡がる
ように構成したことを特徴とするネジ継手杭の接合治具
である。According to a first aspect of the invention, the upper pile is suspended, and the screw provided on the lower pile is screwed to the screw provided on the lower pile to form the lower pile and the upper pile. A joining jig for a screw joint pile used when screwing and joining, wherein an upper member provided with a screw and a screw to be screwed into the screw of the upper member are provided, and the upper member is preliminarily screwed and joined. The lower member comprises a lower member, a suspension member provided on the upper member for suspending the joining jig, and a suspension member provided on the lower member for suspending the upper pile. Also, the lower pile and the upper pile are screwed and joined together, and the screws provided on the upper member and the lower member are configured to be screwed together to widen the gap, and the joint fixing of the screw joint pile is characterized. It is a tool.
【0011】上述のようにネジ継手杭の接合治具を簡易
な構成とし、上部部材と下部部材を予め螺合しておき、
また上杭はこの螺合によって吊り下げられているため、
小さな力、例えば接合作業者の人力等によって容易に旋
回され、旋回されると下杭と上杭とがネジ込み接合され
る。As described above, the joining jig for the threaded joint pile is made to have a simple structure, and the upper member and the lower member are previously screwed together,
Also, since the upper pile is suspended by this screwing,
The lower pile and the upper pile are screwed and joined by being swung easily by a small force, for example, human power of a joining operator.
【0012】この際に、接合治具内では、下部部材のみ
上杭といっしょに旋回するから、下杭と上杭のネジ込み
接合に伴って上杭が下降するにつれて、上部部材と下部
部材とは互いに螺合しつつこれらの間隔は拡大する。こ
の結果、上杭はクレーン等によって吊り下げられている
ものの、上杭の下端と上端は螺合されて支持されている
から、接合作業中の横振れを大幅に低減できるため、接
合作業者の安全性が確保される。At this time, since only the lower member rotates with the upper pile in the joining jig, as the upper pile descends as the lower pile and the upper pile are screwed and joined, the upper member and the lower member are joined together. These spaces increase as they are screwed together. As a result, although the upper pile is suspended by a crane or the like, since the lower end and the upper end of the upper pile are supported by being screwed together, it is possible to significantly reduce the lateral shake during the joining work. Safety is secured.
【0013】請求項2に係わる発明は、下杭と上杭に設
けたネジピッチと、上部部材と下部部材に設けたネジピ
ッチとを同一に構成することを特徴とするネジ継手杭の
接合治具である。The invention according to claim 2 is a joining jig for a screw joint pile, characterized in that the screw pitch provided on the lower pile and the upper pile is the same as the screw pitch provided on the upper member and the lower member. is there.
【0014】ネジピッチを同一に構成することにより、
1回転当たり上杭が下降する下降距離と下降速度、並び
に、上部部材と下部部材との間隔が拡大する際の、下部
部材が下降する下降距離と下降速度とは一致するので、
接合作業者とクレーン等の運転者間の合図(下降距離と
下降タイミングの合図)は不要となって、迅速かつ円滑
な継ぎ杭作業が可能となって、作業者の熟練度や作業者
間の意志疎通等の人的要因の影響を受けない接合作業が
可能となる。By making the screw pitches the same,
Since the lowering distance and the lowering speed of the upper pile per one rotation, and the lowering distance and the lowering speed of the lower member when the distance between the upper member and the lower member increases,
There is no need for a signal between the welding operator and the operator of the crane, etc. (signal of the descending distance and the descending timing), which allows quick and smooth joint pile work, and the skill level of the operators and the operator's skill It becomes possible to carry out the joining work without being affected by human factors such as communication.
【0015】請求項3に係わる発明は、接合治具を構成
する上部部材と下部部材のネジを、平行ネジで構成する
ことを特徴とするネジ継手杭の接合治具である。According to a third aspect of the present invention, there is provided a joining jig for a threaded joint pile, characterized in that the screws of the upper member and the lower member constituting the joining jig are parallel screws.
【0016】杭の管径によって、ネジ切り長さ(規格
上、管径が大きくなると長くなる)は異なるため、ネジ
込み接合による上杭の下降距離は変化する。一方、接合
に伴って、両部材間の間隔が拡大して、螺合距離(長
さ)が小さくなる。特に、両部材をテーパネジで構成し
た場合、螺合距離(長さ)が十分に確保されていても、
テーパ長さ分は接合に寄与していないため、抜け出易く
なる。このように、抜け出た場合、上杭の上部は支持を
失って、安定性を欠き非常に危険である。Since the threaded length (which increases according to the standard as the pipe diameter increases) depends on the pipe diameter of the pile, the descending distance of the upper pile due to the screw-in connection changes. On the other hand, with the joining, the distance between both members increases, and the screwing distance (length) decreases. Especially when both members are composed of taper screws, even if the screwing distance (length) is sufficiently secured,
Since the taper length does not contribute to the joining, the tape easily escapes. In this way, when it comes out, the upper part of the upper pile loses its support, is unstable, and is very dangerous.
【0017】この対策として、平行ネジで構成すること
により、上部部材のネジ部より下部部材のネジ部が抜け
出すことを防止でき、接合作業者の安全性が確保され
る。As a countermeasure against this, by using parallel threads, it is possible to prevent the threaded portion of the lower member from coming off from the threaded portion of the upper member, and ensure the safety of the welding operator.
【0018】[0018]
【発明の実施の形態】図1は、本発明に係わるネジ継手
杭の接合治具の一実施形態を示す。ここで、5は接合治
具、6および7はワイヤー、8aは上部部材、8bは下
部部材、9は固定手段である。DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS FIG. 1 shows an embodiment of a joining jig for a screw joint pile according to the present invention. Here, 5 is a joining jig, 6 and 7 are wires, 8a is an upper member, 8b is a lower member, and 9 is a fixing means.
【0019】本発明に係わる接合治具5は、図3で説明
した従来技術における吊り下げ治具14に相当するもの
であり、以下、接合治具を詳細に説明する。The joining jig 5 according to the present invention corresponds to the hanging jig 14 in the prior art described in FIG. 3, and the joining jig will be described in detail below.
【0020】上部部材8aにはオスネジ、下部部材8b
にはメスネジが設けられ、両部材は予め図のようにネジ
込み接合(ネジ込み方向を時計回り方向に構成する)さ
れて、接合治具5を構成している。ワイヤー6は接合治
具5全体を吊り下げるため、上部部材8aに取り付けら
れていて、ワイヤー12の先端に取り付けられた吊りフ
ック13によって吊り下げれている。ワイヤー7は上杭
2を吊り下げるために下部部材8bに取り付けられてお
り、上杭2に取り付けられた吊り金具3に2本のワイヤ
ー7を通して上杭2を吊り下げている。A male screw is used for the upper member 8a, and a lower member 8b is used.
A female screw is provided on each of the members, and both members are preliminarily screwed and joined (the screwing direction is configured in the clockwise direction) as shown in the figure to form the joining jig 5. The wire 6 is attached to the upper member 8 a in order to suspend the entire joining jig 5, and is suspended by the suspension hook 13 attached to the tip of the wire 12. The wire 7 is attached to the lower member 8b for suspending the upper pile 2, and the upper pile 2 is suspended by passing the two wires 7 through the suspending metal fitting 3 attached to the upper pile 2.
【0021】上杭2が、所定の高さ(上杭2の先端のオ
スネジが下杭1のメスネジに差し込まれ、止まった高
さ)に、かつ下杭1の直上(一直線上)に吊り下げられ
ると、固定手段9が横方向からスライドして、上部部材
8aを固定する。The upper pile 2 is hung at a predetermined height (the height at which the male screw at the tip of the upper pile 2 is inserted into the female screw of the lower pile 1 and stopped) and directly above the lower pile 1 (on a straight line). Then, the fixing means 9 slides in the lateral direction to fix the upper member 8a.
【0022】この後、上杭2を人力等により旋回する
と、下部部材8bとワイヤー7は上杭2と一体に旋回す
る。ただし、上部部材8aよりも上方は、固定手段9が
上部部材8aを拘束しているため旋回しない。この際
に、下杭1がメスネジ、上杭2がオスネジで、ネジ込み
方向を時計回り方向に構成するので、ネジ接合に伴って
上杭2が下降すると、上部部材8aと下部部材8bとは
互いに螺合しつつ間隔は拡大する。Thereafter, when the upper pile 2 is rotated by human power or the like, the lower member 8b and the wire 7 are rotated together with the upper pile 2. However, above the upper member 8a, the fixing means 9 restrains the upper member 8a, so that the upper member 8a does not turn. At this time, since the lower pile 1 is a female screw and the upper pile 2 is a male screw and the screwing direction is configured in the clockwise direction, when the upper pile 2 descends due to screw joining, the upper member 8a and the lower member 8b are separated from each other. The space is enlarged while being screwed together.
【0023】この結果、上杭2の下端と上端は螺合して
支持されるから、上杭2はクレーン等によって吊り下げ
られているものの、接合作業中の上杭の横振れを大幅に
低減して、円滑な作業ができるとともに、接合作業者の
安全が確保される。As a result, since the lower end and the upper end of the upper pile 2 are screwed and supported, the upper pile 2 is suspended by a crane or the like, but the lateral run-out of the upper pile during the joining work is greatly reduced. As a result, smooth work can be performed and the safety of the joining operator is ensured.
【0024】更に、杭に設けたネジピッチと、接合治具
5に設けたネジピッチとを同一に構成すると、前述した
ように上杭2の下降速度と、下部部材8bの下降速度と
は一致して、接合作業中のクレーン等の運転者による上
杭2の下降操作、並びに接合作業者とクレーン等の運転
者間の合図(下降タイミングと下降距離の合図)は不要
となる。Further, if the screw pitch provided on the pile and the screw pitch provided on the joining jig 5 are the same, as described above, the descending speed of the upper pile 2 and the descending speed of the lower member 8b coincide with each other. The operation of lowering the upper pile 2 by the operator of the crane or the like during the joining work and the signal (the signal of the lowering timing and the lowering distance) between the operator and the operator of the crane or the like are unnecessary.
【0025】上杭2を旋回するために、接合治具5内に
旋回用の電動モーターを設ければ、接合作業者は上杭2
に近寄ることなく、遠隔運転が可能となる。If an electric motor for turning is provided in the joining jig 5 in order to turn the upper pile 2, the welding operator can
It is possible to drive remotely without approaching.
【0026】接合完了前に、上部部材8aと下部部材8
bとが抜け出ないように、両部材とが予め螺合している
長さは、杭の螺合距離(ネジ切り長さに相当)よりも長
くなるように設計される。Before the joining is completed, the upper member 8a and the lower member 8
The length in which both members are screwed together in advance is designed to be longer than the screwing distance (corresponding to the thread cutting length) of the pile so that b and b do not come out.
【0027】ワイヤー6、7以外の懸架部材としては、
上杭2を吊り下げる際の強度が確保されればよく、チェ
ーン、ロープ等も使用できる。As a suspension member other than the wires 6 and 7,
It suffices if the strength for suspending the upper pile 2 is secured, and chains, ropes, etc. can also be used.
【0028】上杭2を旋回させて接合させて、上部部材
8aと下部部材8bとの間隔が拡大する組み合わせとし
て、前述の組み合わせと反対に、上部部材をメスネジ、
下部部材をオスネジとする場合は、杭と部材の一方を逆
ネジ(時計回りと反対方向)としてもよい。As a combination in which the upper pile 2 is swiveled and joined to increase the distance between the upper member 8a and the lower member 8b, the upper member is a female screw, contrary to the above combination.
When the lower member is a male screw, one of the pile and the member may be a reverse screw (a direction opposite to the clockwise direction).
【0029】以下、図1に示した接合治具5を用いてネ
ジ継手鋼管杭をネジ込み接合する手順を図2に基いて説
明する。The procedure for screw-joining a steel pipe pile with a threaded joint using the joining jig 5 shown in FIG. 1 will be described below with reference to FIG.
【0030】上部が地上より約1メートル飛び出た状態
まで下杭1を地中に埋設後、ワイヤー12の先端に吊り
フック13を設け、接合治具5を吊り、上杭2を吊り下
げた。上杭2を吊り下げながら下杭1の直上に搬送し、
芯合わせ作業を行った後、接合作業者(図示しない)は
クレーン運転者に上杭2を下げるように連絡し、上杭2
の先端(オスネジ部)を下杭1の先端(メスネジ部)に
接触するまで差し込む。この後、固定手段(図示しな
い)が横方向からスライドして、上部部材8aを固定す
る。After the lower pile 1 was buried in the ground so that the upper part thereof protruded from the ground by about 1 meter, a hanging hook 13 was provided at the tip of the wire 12, the joining jig 5 was hung, and the upper pile 2 was hung. While suspending the upper pile 2, transport it directly above the lower pile 1,
After performing the centering work, a joining worker (not shown) informs the crane driver to lower the upper pile 2 and
Insert the tip (male screw portion) of the above until it contacts the tip (female screw portion) of the lower pile 1. After that, the fixing means (not shown) slides in the lateral direction to fix the upper member 8a.
【0031】この後、接合作業者は、チェーントング
(図示しない)を上杭2の外周に巻付けた後、チェーン
トングを矢印の方向に人力で回転させながら、ネジ込み
接合させ、人力で回転しなくなった時点を接合完了と判
断して、接合作業を終了する。After this, the joining operator winds the chain tongs (not shown) around the outer periphery of the upper pile 2 and, while manually rotating the chain tongs in the direction of the arrow, screw-joins them and rotates them manually. The joining work is terminated when it is determined that the joining is completed.
【0032】この結果接合作業は、接合作業者とクレー
ン運転者との連絡は一切不要となり、ネジ込み途中で、
上杭2の下降速度と下部部材8bの下降速度とは一致し
たため、上杭2のネジ山は引張られることなく、ネジ山
には過剰な力が掛かることなく微力な人力で円滑スムー
ズなネジ込みが可能となる。またこれに要する作業時間
は約10分であり、図3の吊り具を使用した従来の施工
方法に比べ、20分間短縮される。As a result, the joining work does not require any contact between the joining worker and the crane operator, and during screwing,
Since the descending speed of the upper pile 2 and the descending speed of the lower member 8b match, the screw thread of the upper pile 2 is not pulled, the screw thread is not excessively applied, and the screw is smoothly and smoothly screwed with a slight force. Is possible. Further, the work time required for this is about 10 minutes, which is shortened by 20 minutes as compared with the conventional construction method using the lifting tool of FIG.
【0033】[0033]
【発明の効果】本発明の接合治具は上述のように構成さ
れるから、ネジ込み接合中、上杭は上下方向から螺合さ
れて支持されて、大幅に横振れが軽減される。このた
め、安定かつ迅速な接合作業および接合作業者の安全性
が確保される。Since the joining jig of the present invention is constructed as described above, the upper pile is screwed and supported from the vertical direction during screw-joining, and the lateral shake is greatly reduced. For this reason, stable and quick joining work and the safety of the joining worker are secured.
【0034】また、杭と接合治具内のネジピッチを同一
に構成すれば、作業者間の合図、連絡が不要となり、ま
た下降速度が一致し、上杭2は上下方向で引張りを受け
ないから、スムーズなネジ込み施工が可能となり、作業
者の熟練度や作業者間の意志疎通等の人的要因に影響を
受けないネジ継手杭の接合治具が提供できる。Also, if the screw pitch in the pile and the joining jig are the same, there is no need for signaling or communication between workers, the lowering speeds are the same, and the upper pile 2 is not pulled in the vertical direction. Thus, it is possible to provide a jig for joining a threaded joint pile that enables smooth screwing and is not affected by human factors such as the skill level of workers and communication between workers.
【0035】更に、接合治具内のネジ構造を平行ネジと
することにより、抜け出しが防止できるので、更に安全
性が向上する。Further, since the screw structure in the joining jig is a parallel screw, the screw can be prevented from coming out, so that the safety is further improved.
【図1】本発明に係わるネジ継手杭の接合治具の一実施
形態を示す図である。FIG. 1 is a diagram showing an embodiment of a joining jig for a screw joint pile according to the present invention.
【図2】図1の接合治具を用いてネジ継手鋼管杭をネジ
込み接合している状況を示す図である。FIG. 2 is a diagram showing a situation in which a threaded joint steel pipe pile is screwed and joined using the joining jig of FIG.
【図3】従来の施工方法を示す図である。FIG. 3 is a diagram showing a conventional construction method.
1 下杭 2 上杭 3 吊り金具 5 接合治具 6 ワイヤー 7 ワイヤー 8a 上部部材 8b 下部部材 9 固定手段 10 クレーン車 11 ジブ 1 Lower Pile 2 Upper Pile 3 Hanging Bracket 5 Joining Jig 6 Wire 7 Wire 8a Upper Member 8b Lower Member 9 Fixing Means 10 Crane Truck 11 Jib
Claims (3)
ジに、上杭に設けたネジを螺合して下杭と上杭とをネジ
込み接合する際に用いるネジ継手杭の接合治具であっ
て、 ネジを設けた上部部材と、上部部材のネジに螺合するネ
ジが設けられ、上部部材とは予めネジ込み接合されてい
る下部部材と、接合治具を吊るために上部部材に設けら
れた懸架部材と、上杭を吊るために下部部材に設けられ
た懸架部材とを備えており、 上杭を旋回させると、下部部材も旋回して、下杭と上杭
とがネジ込み接合するとともに、上部部材と下部部材に
設けたネジは螺合しつつ間隔が拡がるように構成したこ
とを特徴とするネジ継手杭の接合治具。1. A screw joint pile for use in suspending an upper pile and screwing a screw provided on the lower pile to a screw provided on the lower pile to screw and join the lower pile and the upper pile. The jig is an upper member provided with a screw, a screw that is screwed to the screw of the upper member is provided, and the lower member is preliminarily screwed and joined to the upper member, and an upper member for suspending the joining jig. The suspension member provided on the member and the suspension member provided on the lower member for suspending the upper pile are provided, and when the upper pile is rotated, the lower member also rotates and the lower pile and the upper pile are separated from each other. A joining jig for a screw joint pile, characterized in that the joining is performed by screwing, and the screws provided on the upper member and the lower member are screwed together to widen the interval.
上部部材と下部部材に設けたネジピッチとを同一に構成
することを特徴とする請求項1に記載のネジ継手杭の接
合治具。2. A screw pitch provided on the lower pile and the upper pile,
The joining jig for a screw joint pile according to claim 1, wherein the upper member and the lower member have the same screw pitch.
部材のネジを、平行ネジで構成することを特徴とする請
求項1または請求項2に記載のネジ継手杭の接合治具。3. The joining jig for a threaded joint pile according to claim 1, wherein the screws of the upper member and the lower member that form the joining jig are parallel screws.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP7244057A JP3058061B2 (en) | 1995-09-22 | 1995-09-22 | Jig for screw joint pile |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP7244057A JP3058061B2 (en) | 1995-09-22 | 1995-09-22 | Jig for screw joint pile |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH0988060A true JPH0988060A (en) | 1997-03-31 |
| JP3058061B2 JP3058061B2 (en) | 2000-07-04 |
Family
ID=17113092
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP7244057A Expired - Fee Related JP3058061B2 (en) | 1995-09-22 | 1995-09-22 | Jig for screw joint pile |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP3058061B2 (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2019094724A (en) * | 2017-11-27 | 2019-06-20 | Jfeスチール株式会社 | Jig for rotary joint of steel pipe with mechanical joint |
| JP2021102839A (en) * | 2019-12-24 | 2021-07-15 | 株式会社大林組 | Pipe lowering device and connection method of pipe member |
-
1995
- 1995-09-22 JP JP7244057A patent/JP3058061B2/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2019094724A (en) * | 2017-11-27 | 2019-06-20 | Jfeスチール株式会社 | Jig for rotary joint of steel pipe with mechanical joint |
| JP2021102839A (en) * | 2019-12-24 | 2021-07-15 | 株式会社大林組 | Pipe lowering device and connection method of pipe member |
Also Published As
| Publication number | Publication date |
|---|---|
| JP3058061B2 (en) | 2000-07-04 |
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