JPH0466963B2 - - Google Patents
Info
- Publication number
- JPH0466963B2 JPH0466963B2 JP17109085A JP17109085A JPH0466963B2 JP H0466963 B2 JPH0466963 B2 JP H0466963B2 JP 17109085 A JP17109085 A JP 17109085A JP 17109085 A JP17109085 A JP 17109085A JP H0466963 B2 JPH0466963 B2 JP H0466963B2
- Authority
- JP
- Japan
- Prior art keywords
- template
- girder
- fixed
- point
- seat
- 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
Links
Landscapes
- Placing Or Removing Of Piles Or Sheet Piles, Or Accessories Thereof (AREA)
Description
【発明の詳細な説明】
[産業上の利用分野]
本発明は、作業台上に仮置きされたテンプレー
トの位置決め法に関し、特に最小の移動量と最小
数のジヤツキでもつて短時間にテンプレートの位
置決めを行うことができるようにしたテンプレー
トの位置決め法に関する。[Detailed Description of the Invention] [Industrial Application Field] The present invention relates to a method for positioning a template temporarily placed on a workbench, and particularly to a method for positioning a template in a short time with a minimum amount of movement and a minimum number of jerks. This invention relates to a template positioning method that allows for the following.
[従来技術]
LPG、石油、化学品等の貯蔵管理および受払
い業務等の目的とした流通基地となるシーパース
を建設する場合等には、海底下に基礎となる斜杭
を打込む。[Prior Art] When constructing a seaperth to serve as a distribution base for the purpose of storage management and receiving/receiving operations of LPG, petroleum, chemicals, etc., diagonal piles are driven under the seabed to serve as the foundation.
かかる杭を打込むには、通常セツプと称される
海上作業台が用いられる。セツプはそれ自体の浮
力により作業現場に曳航され、作業現場に到着す
れば支柱を下降させて海底に着底させ、作業台を
支柱に沿つてジヤツキアツプして支柱に固定す
る。 To drive such piles, a offshore platform called a sepp is usually used. The sep is towed to the work site by its own buoyancy, and when it arrives at the work site, the support is lowered so that it touches the seabed, and the work platform is fixed to the support by jacking up along the support.
作業台上にはテンプレートと称せられる杭案内
装置が設けられている。テンプレートは、通常、
杭が挿入される複数個の案内筒と案内筒を連結し
ている連結部材からなつている。 A pile guide device called a template is provided on the workbench. Templates are usually
It consists of a plurality of guide tubes into which piles are inserted and a connecting member that connects the guide tubes.
杭を打設するに際しては、作業台上に仮置きさ
れているテンプレートを測量結果により得られた
テンプレート据付位置に移動させて固定する。テ
ンプレートの据付けを終えれば、打設すべき杭を
クレーンにより吊上げて作業台上に設けた杭打櫓
の杭支持部材で支持し、杭打櫓に沿つて杭支持部
材を降下させることにより、杭をテンプレートの
案内筒を通して海中に降ろして杭の建込みを行
う。杭の建込みを終えれば、杭打櫓に沿つて上下
動するハンマー等で杭頭を打撃して杭を海底下の
地盤に打込む。所定本数の杭の打込みを終えれば
杭頭を結束し作業台を次の杭打設現場に移動させ
る。 When driving piles, the template temporarily placed on the workbench is moved to the template installation position obtained from the survey results and fixed. Once the template has been installed, the pile to be driven is hoisted up by a crane, supported by the pile support member of the pile drive tower set on the workbench, and the pile support member is lowered along the pile drive tower. The pile is lowered into the sea through the guide tube of the template, and the pile is erected. Once the piles have been erected, the piles are driven into the ground beneath the seabed by hitting the pile heads with a hammer or the like that moves up and down along the pile drive tower. Once a predetermined number of piles have been driven, the pile heads are tied together and the workbench is moved to the next pile driving site.
[従来技術の問題点]
ところで作業台上に仮置きされたテンプレート
を測量の結果に合せて位置決めする場合、定点が
とりにくく従来は各点をすこしずつ動かしながら
正規の位置へ移動しなければならず収束するまで
時間がかかつた。[Problems with the prior art] By the way, when positioning a template temporarily placed on a workbench according to the survey results, it is difficult to find a fixed point, and in the past, each point had to be moved a little at a time to move it to the correct position. It took a while to converge.
[問題点を解決すべき手段]
本発明は従来のテンプレートの位置決め法の前
記問題点を解決すべきなされたもので、その目的
とするところは、最小の移動量と最小の移動ジヤ
ツキでもつて迅速にかつ常に正確な位置にテンプ
レートを据付けることのできるテンプレートの位
置決め法を提供するにある。[Means for Solving the Problems] The present invention has been made to solve the above-mentioned problems of the conventional template positioning method, and its purpose is to quickly achieve a positioning method with a minimum amount of movement and a minimum amount of movement jerk. To provide a template positioning method that can always install a template in an accurate position.
このため本発明によれば、作業台上に所定の間
隔をへだてて互いに平行させて設置した一対の固
定桁2A,2Bに、その固定桁2A,2Bに沿つ
て移動するスライド座3Aないし3Dを固定桁2
A,2Bの1つにつき2個設けると共に、各スラ
イド座3Aないし3Dに水平旋回自在に旋回座5
Aないし5Dを設け、一方、テンプレート10を
所定の間隔をへだてて互いに平行させて設けた一
対の吊桁13A,13Bより支持し、その吊桁1
3A,13Bを、一方の固定桁2Aに設けた旋回
座5A,5Bと他方の固定桁2Bに設けた旋回座
5C,5Dに、その旋回座5Aないし5Dにガイ
ドされて移動できるようにして掛け渡し、測量結
果によりテンプレートの据付位置「Z」を求め
て、固定桁2A,2Bと平行な方向をX方向、固
定桁2A,2Bと直交する方向をY方向として、
固定桁2A,2B上に仮置き「O」したテンプレ
ート吊桁13A,13Bの移動方向、X、Yおよ
び移動量x、yを算出し、テンプレート据付位置
「Z」における各旋回座5Aないし5Dの旋回ピ
ン6の位置である点cからX、Y方向に移動量
x、yにある点aを各テンプレート吊桁13A,
13Bに墨出し、墨出した一点aを選び固定桁2
A,2Bとスライド座3A,3Dとの間に設けた
油圧ジヤツキ14A,14Bおよび旋回座5C,
5Dとテンプレート吊桁13A,13Bとの間に
設けた油圧ジヤツキ14C,14Dを操作してテ
ンプレート吊桁13A,13BをX、Y方向に移
動量x、y移動させて点aを点cに一致させ、次
いで点cにおける旋回座5Aを旋回中心点として
その旋回座5Aと対称の旋回座5D側にある固定
桁2Bとスライド座3Dとの間に設けた油圧ジヤ
ツキ14Bおよび旋回座5Dとテンプレート吊桁
13Bとの間に設けた油圧ジヤツキ14Dを操作
してテンプレート吊桁13A,13Bを他の墨出
した点aがテンプレート据付位置「Z」における
他の旋回座5Dの旋回ピン6の位置である点cと
一致するまで旋回させ、次いで再度、テンプレー
ト位置の測量を行つて許容誤差内にあるかどうか
を確認し、確認後、テンプレート吊桁13A,1
3Bを所定の治具により固定する。 Therefore, according to the present invention, a pair of fixed girders 2A and 2B installed parallel to each other with a predetermined interval apart from each other on a workbench is provided with slide seats 3A to 3D that move along the fixed girders 2A and 2B. Fixed digit 2
In addition to providing two for each of A and 2B, a rotating seat 5 is provided for each sliding seat 3A to 3D so as to be horizontally pivotable.
A to 5D are provided, and on the other hand, the template 10 is supported by a pair of hanging beams 13A and 13B provided parallel to each other with a predetermined interval apart, and the hanging beams 1
3A, 13B are hung on the swivel seats 5A, 5B provided on one fixed spar 2A and the swivel seats 5C, 5D provided on the other fixed spar 2B so that they can be moved while being guided by the swivel seats 5A to 5D. Then, determine the installation position "Z" of the template from the survey results, and set the direction parallel to the fixed girders 2A and 2B as the X direction, and the direction orthogonal to the fixed girders 2A and 2B as the Y direction.
Calculate the moving direction, X, Y, and amount of movement x, y of the template suspension girders 13A, 13B temporarily placed "O" on the fixed girders 2A, 2B, and calculate the movement direction, From point c, which is the position of the turning pin 6, point a, which is a distance x and y of movement in the X and Y directions, is set to each template hanging girder 13A,
Mark out 13B, select the marked point a, and fix the fixed digit 2.
Hydraulic jacks 14A, 14B and swing seats 5C provided between A, 2B and slide seats 3A, 3D,
Operate the hydraulic jacks 14C and 14D provided between 5D and the template hanging girders 13A and 13B to move the template hanging beams 13A and 13B by the amount x and y in the X and Y directions to match point a with point c. Then, with the pivot seat 5A at point c as the pivot center point, the hydraulic jack 14B, the pivot seat 5D, and the template suspension are installed between the fixed girder 2B and the slide seat 3D on the pivot seat 5D side, which is symmetrical to the pivot seat 5A. The point a where the template suspension girders 13A and 13B are marked out by operating the hydraulic jack 14D provided between the girder 13B is the position of the swing pin 6 of the other swing seat 5D at the template installation position "Z". Rotate the template until it coincides with point c, then measure the template position again to check whether it is within the tolerance. After checking, the template hanging girder 13A, 1
3B is fixed with a predetermined jig.
[発明の作用効果]
前記本発明に係るテンプレートの位置決め法に
よれば、テンプレート吊桁をX、Y方向に移動量
x、yだけa→b→c移動させ、次いで固定点c
を中心としてテンプレート吊桁全体をc→c′旋回
させるだけでよいので、最小のモーシヨンでもつ
て仮置き「O」されたテンプレートを測量結果に
より得られた所定の据付位置「Z」に移動させて
据付けることができる。その際、使用するジヤツ
キは固定桁とスライド座間に設けたジヤツキ2本
と旋回座とテンプレート吊桁間に設けたジヤツキ
2本の計4本のジヤツキだけでよい。またテンプ
レートの位置決め操作に格別な技術を要せず、迅
速にかつ容易に測量結果により得られたテンプレ
ート据付位置に位置決めして据付けることができ
る。[Operations and Effects of the Invention] According to the template positioning method according to the present invention, the template suspension girder is moved in the X and Y directions by movement amounts x and y from a→b→c, and then fixed point c
Since it is only necessary to rotate the entire template hanging girder from c to c' around , the template temporarily placed "O" can be moved to the predetermined installation position "Z" obtained from the survey results with the minimum motion. Can be installed. At that time, only four jacks are needed: two jacks provided between the fixed girder and the slide seat, and two jacks provided between the swing seat and the template hanging girder. Further, no special technique is required for positioning the template, and the template can be quickly and easily positioned and installed at the template installation position obtained from the survey results.
[実施例]
以下、図面を参照して本発明の実施例につき説
明する。[Examples] Examples of the present invention will be described below with reference to the drawings.
第1図および第4図ないし第6図において作業
台1上の中央部には、所定の間隔をへだてて相互
に平行させて一対の固定桁2A,2Bが配置され
ている。各固定桁2A,2B上には、後述の油圧
ジヤツキ14A,14Bのストローク分だけ固定
桁2A,2B上を移動するスライド座3A,3
B,3C,3Dが後述のテンプレートの吊桁13
A,13Bの間隔をへだてて固定桁2A,2Bの
1つにつき2個設けられている。スライド座3
A,3B,3C,3Dの固定桁2A,2Bと接す
る部分にはシユー4が施されている。 In FIG. 1 and FIGS. 4 to 6, a pair of fixed beams 2A and 2B are arranged in the center of the workbench 1 in parallel with each other and separated by a predetermined distance. On each fixed girder 2A, 2B, slide seats 3A, 3 that move on the fixed girders 2A, 2B by the stroke of hydraulic jacks 14A, 14B, which will be described later.
B, 3C, and 3D are suspension girders 13 of the template described later.
Two fixed beams are provided for each of the fixed girders 2A and 2B, separated by the interval A and 13B. Slide seat 3
Shoes 4 are applied to the portions of A, 3B, 3C, and 3D that contact the fixed girders 2A and 2B.
各スライド座3A,3B,3C,3D上には、
旋回ピン6により旋回自在に旋回座5A,5B,
5C,5Dが設けられている。この旋回座5A,
5B,5C,5Dはその上にテンプレートの吊桁
13A,13Bが載り、テンプレートの吊桁13
A,13Bが固定桁2A,2Bと交差する方向に
移動するのをガイドする。各旋回座5A,5B,
5C,5Dの旋回面およびテンプレートの吊桁1
3A,13Bが接する載置面にはシユー7,8が
施されており、また載置面の両側にはフランジ9
A,9Bが形成されている。 On each slide seat 3A, 3B, 3C, 3D,
Swivel seats 5A, 5B, which can be freely rotated by the swivel pin 6.
5C and 5D are provided. This rotating seat 5A,
5B, 5C, and 5D have hanging beams 13A and 13B of the template on them, and hanging beams 13 of the template are placed on them.
It guides the movement of A and 13B in the direction intersecting the fixed girders 2A and 2B. Each rotating seat 5A, 5B,
5C, 5D turning surface and template suspension girder 1
Shoes 7 and 8 are provided on the mounting surface where 3A and 13B touch, and flanges 9 are provided on both sides of the mounting surface.
A and 9B are formed.
全体を10で示すテンプレートは、図示されて
いない杭が挿通する筒状体11(図示の例は4本
の杭を打込むものであつて、筒状体は90度の間隔
をへだてて4個設けられれている。)と筒状体1
1を相互に連結している連結部材12とからなつ
ている。それ自体は公知のものであつて、所定の
間隔をへだてて相互に平行して配置された一対の
吊桁13A,13Bにより支持されている。この
吊桁13A,13Bが固定桁2A,2Bに設けた
旋回座5Aと5Cの間および旋回座5Bと5Dの
間に掛渡されている。 The template, which is indicated by 10 in its entirety, has a cylindrical body 11 through which a pile (not shown) is inserted (the illustrated example is for driving four piles, and the cylindrical body has four cylindrical bodies spaced apart by 90 degrees. ) and the cylindrical body 1
1 and a connecting member 12 that interconnects the two. This is a well-known device, and is supported by a pair of suspension girders 13A and 13B that are arranged parallel to each other with a predetermined spacing between them. The hanging girders 13A and 13B are hung between the swing seats 5A and 5C provided on the fixed girders 2A and 2B and between the swing seats 5B and 5D.
各固定桁2A,2Bと各一方のスライド座3
B,3Dとの間にはスライド座3A,3B,3
C,3Dを固定桁2A,2Bに沿つて移動させる
ための油圧ジヤツキ14A,14Bが軸15A,
15Bにより軸連結して設けられており、また固
定桁2B側の各旋回座5C,5Dと各テンプレー
ト吊桁13A,13Bとの間には吊桁13A,1
3Bを旋回座5A,5B,5C,5Dでガイドし
て各固定桁2A,2Bと交差する方向に移動する
ための油圧ジヤツキ14C,14Dが軸15C,
15Dにより軸連結して設けられている。テンプ
レート10を所定の位置に移動させた後、各スラ
イド座3A,3B,3C,3Dを各固定桁2A,
2Bに固定するためのピン16が設けられてい
る。 Each fixed girder 2A, 2B and each one slide seat 3
There are slide seats 3A, 3B, 3 between B and 3D.
Hydraulic jacks 14A, 14B for moving C, 3D along fixed girders 2A, 2B are connected to shafts 15A,
15B, and between each swing seat 5C, 5D on the fixed girder 2B side and each template hanging girder 13A, 13B, hanging girders 13A, 1 are provided.
Hydraulic jacks 14C, 14D for guiding 3B by rotating seats 5A, 5B, 5C, 5D in a direction intersecting each fixed girder 2A, 2B are connected to shafts 15C, 14D.
15D and are provided in a axially connected manner. After moving the template 10 to a predetermined position, each slide seat 3A, 3B, 3C, 3D is moved to each fixed girder 2A,
A pin 16 is provided for fixing to 2B.
前記装置を使用してテンプレートの位置決め法
について、第1図、第4図ないし第6図のほか第
1図のA部の詳細を示す第2図および第1図のB
部の詳細を示す第3図を参照して説明する。 Regarding the method of positioning the template using the above device, in addition to FIGS. 1 and 4 to 6, FIG. 2 showing details of section A in FIG. 1 and B in FIG.
This will be explained with reference to FIG. 3 showing details of the section.
測量結果によりテンプレート据付位置「Z」を
求めて、固定桁2A,2Bと平行な方向をX方
向、固定桁2A,2Bと直交する方向をY方向と
して、固定桁2A,2B上に仮置き「O」したテ
ンプレート吊桁13A,13Bの移動方向X、Y
および移動量x、yを算出する。 Determine the template installation position "Z" from the survey results, and temporarily place it on the fixed girders 2A, 2B with the direction parallel to the fixed girders 2A, 2B as the X direction and the direction orthogonal to the fixed girders 2A, 2B as the Y direction. Moving direction X, Y of template hanging girders 13A, 13B
and calculate the moving amounts x and y.
テンプレート据付位置「Z」における各旋回座
5Aないし5Dの旋回ピン6の位置である点cか
らX、Y方向に移動量x、yにある点aを角テン
プレート吊桁13A,13Bに墨出しする。 From point c, which is the position of the turning pin 6 of each turning seat 5A to 5D at the template installation position "Z", point a, which is at a distance x and y of movement in the X and Y directions, is marked on the square template hanging girders 13A and 13B. .
墨出した一点a(第1図のA部)を選び旋回座
5C,5Dとテンプレート吊桁13A,13Bと
の間に設けた油圧ジヤツキ14C,14Dを操作
してテンプレート吊桁13A,13BをY方向に
移動量y移動させてテンプレート吊桁13A,1
3Bを「Y」の位置とし、次いで固定桁2A,2
Bとスライド座3B,3Dとの間に設けた油圧ジ
ヤツキ14A,14Bを操作してテンプレート吊
桁13A,13BをX方向に移動量x移動させて
テンプレート吊桁13A,13Bを「X」の位置
とする。 Select the marked point a (section A in Figure 1) and operate the hydraulic jacks 14C, 14D provided between the swing seats 5C, 5D and the template suspension beams 13A, 13B to move the template suspension beams 13A, 13B to Y. Move the template hanging girder 13A, 1 by the amount of movement y in the direction.
3B to the "Y" position, then fixed girders 2A, 2
Operate the hydraulic jacks 14A, 14B provided between B and the slide seats 3B, 3D to move the template hanging girders 13A, 13B in the X direction by an amount x to move the template hanging beams 13A, 13B to the "X" position. shall be.
このとき点aはa→b→cと移動して点cのと
ころにくる。また対称の側(第1図のB部)の点
aはa→b→c′と移動して点c′のところにくる。
なお、テンプレート吊桁13A,13BのX、Y
方向移動はどちらを先に行つてもよい。 At this time, point a moves from a to b to c and arrives at point c. Also, point a on the symmetrical side (section B in Figure 1) moves from a to b to c' and comes to point c'.
In addition, X, Y of template hanging girders 13A, 13B
You can move in either direction first.
次いで点c(第1図のA図)における旋回座5
Aを旋回中心点cとして、その旋回座5aと対称
の旋回座5D側(第1図のB部)にある固定桁2
Bとスライド座3Dとの間に設けた油圧ジヤツキ
14Bおよび旋回座5Dとテンプレート吊桁13
Bとの間に設けた油圧ジヤツキ14Dを操作し
て、テンプレート吊桁13A,13Bを他の墨出
し点c′(点aは点c′に移動している)がテンプレ
ート据付位置「Z」における他の旋回座5Dの旋
回ピン6の位置である点cと一致するまで旋回さ
せる。このとき点c′は点cへと旋回する。これに
よりテンプレート吊桁13A,13Bはテンプレ
ート据付位置「Z」に移動される。 Next, the pivot seat 5 at point c (Fig. A in Fig. 1)
The fixed girder 2 is located on the side of the rotation seat 5D (part B in Fig. 1), which is symmetrical to the rotation seat 5a, with A as the rotation center point c.
Hydraulic jack 14B provided between B and slide seat 3D, swing seat 5D and template hanging girder 13
By operating the hydraulic jack 14D installed between the template suspension girders 13A and 13B, the other marked point c' (point a has been moved to point c') is moved to the template installation position "Z". It is rotated until it coincides with point c, which is the position of the pivot pin 6 of the other pivot seat 5D. At this time, point c' turns to point c. As a result, the template hanging beams 13A and 13B are moved to the template installation position "Z".
次いで再度、テンプレート位置の測量を行つて
許容誤差内にあるかどうかを確認し、確認後、テ
ンプレート吊桁13A,13Bを所定の治具16
により固定し、各油圧ジヤツキ14Aないし14
Dの油圧ホースを撤去する。 Next, the template position is measured again to check whether it is within the tolerance, and after checking, the template suspension girders 13A, 13B are placed in the specified jig 16.
and each hydraulic jack 14A to 14
Remove the hydraulic hose D.
第1図は海上作業台に設けたテンプレートを本
発明の実施例にしたがい位置決めする態様を示す
平面図、第2図および第3図は第1図のA部分お
よびB部分の詳細図、第4図ないし第6図は本発
明を実施するための装置の要部を示し、第4図は
平面図、第5図は正面図、第6図は側面図であ
る。
1……海上作業台、2A,2B……固定桁、3
A,3B,3C,3D……スライド座、5A,5
B,5C,5D……旋回座、10……テンプレー
ト、13A,13B……吊桁、14A,14B,
14C,14D……油圧ジヤツキ。
FIG. 1 is a plan view showing a mode of positioning a template provided on an offshore workbench according to an embodiment of the present invention, FIGS. 2 and 3 are detailed views of portions A and B in FIG. 1, and FIG. 6 to 6 show essential parts of an apparatus for carrying out the present invention, with FIG. 4 being a plan view, FIG. 5 being a front view, and FIG. 6 being a side view. 1... Marine work platform, 2A, 2B... Fixed girder, 3
A, 3B, 3C, 3D...Slide seat, 5A, 5
B, 5C, 5D...Swivel seat, 10...Template, 13A, 13B...Hanging girder, 14A, 14B,
14C, 14D...Hydraulic jack.
Claims (1)
させて設置した一対の固定桁に、その固定桁に沿
つて移動するスライド座を固定桁の1つにつき2
個設けると共に、各スライド座に水平旋回自在に
旋回座を設け、一方、テンプレートを所定の間隔
をへだてて互いに平行させて設けた一対の吊桁に
より支持し、その吊桁を、一方の固定桁に設けた
旋回座と他方の固定桁に設けた旋回座に、その旋
回座にガイドされて移動できるようにして掛け渡
し、測量結果によりテンプレートの据付位置を求
めて、固定桁と平行な方向をX方向、固定桁と直
交する方向をY方向として、固定桁上に仮置きし
たテンプレート吊桁の移動方向、X、Yおよび移
動量x、yを算出し、テンプレート据付位置にお
ける各旋回座の旋回ピンの位置である点cから
X、Y方向に移動量x、yにある点aを各テンプ
レート吊桁に墨出し、墨出した一点aを選び固定
桁とスライド座との間に設けた油圧ジヤツキおよ
び旋回座とテンプレート吊桁との間に設けた油圧
ジヤツキを操作してテンプレート吊桁をX、Y方
向に移動量x、y移動させて点aを点cに一致さ
せ、次いで点cにおける旋回座を旋回中心点とし
てその旋回座と対称の旋回座側にある固定桁とス
ライド座との間に設けた油圧ジヤツキおよび旋回
座とテンプレート吊桁との間に設けた油圧ジヤツ
キを操作してテンプレート吊桁を他の墨出した点
aがテンプレート据付位置における他の旋回座の
旋回ピンの位置である点cと一致するまで旋回さ
せ、次いで再度、テンプレート位置の測量を行つ
て許容誤差内にあるかどうかを確認し、確認後、
テンプレート吊桁を所定の治具により固定するこ
とを特徴とするテンプレートの位置決め法。1 A pair of fixed girders installed parallel to each other with a predetermined distance apart on the workbench, and two slide seats that move along the fixed girders are attached to each fixed girder.
At the same time, each slide seat is provided with a pivot seat for horizontal rotation, and the template is supported by a pair of suspension girders installed parallel to each other at a predetermined interval, and the suspension girders are supported by one of the fixed girders. The installation position of the template is determined from the survey results, and the template is installed in a direction parallel to the fixed girder. With the X direction and the direction orthogonal to the fixed girder as the Y direction, calculate the moving direction, X, Y, and movement amount x, y of the template suspension girder temporarily placed on the fixed girder, and calculate the rotation of each swing seat at the template installation position. Mark out a point a on each template hanging girder at a distance x and y of movement from point c, which is the pin position, in the X and Y directions, select the marked point a, and set the hydraulic pressure between the fixed girder and the sliding seat. Operate the jack and the hydraulic jack provided between the swing seat and the template hanging girder to move the template hanging girder by the amount of movement x and y in the X and Y directions to make point a coincide with point c, and then at point c. With the swing seat as the center of rotation, operate the hydraulic jack provided between the fixed girder and the slide seat on the swing seat side symmetrical to the swing seat, and the hydraulic jack provided between the swing seat and the template hanging girder. Rotate the template suspension girder until the other marked point a matches point c, which is the position of the rotation pin of the other rotation seat at the template installation position, and then measure the template position again to ensure that it is within the tolerance. Check if there is, and after checking,
A template positioning method characterized by fixing a template hanging girder with a predetermined jig.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP17109085A JPS6232096A (en) | 1985-08-05 | 1985-08-05 | Method of positioning template |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP17109085A JPS6232096A (en) | 1985-08-05 | 1985-08-05 | Method of positioning template |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS6232096A JPS6232096A (en) | 1987-02-12 |
| JPH0466963B2 true JPH0466963B2 (en) | 1992-10-26 |
Family
ID=15916805
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP17109085A Granted JPS6232096A (en) | 1985-08-05 | 1985-08-05 | Method of positioning template |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS6232096A (en) |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH073068B2 (en) * | 1988-03-15 | 1995-01-18 | 飛島建設株式会社 | Underwater pile driving method and its equipment |
| JP4949735B2 (en) * | 2006-05-19 | 2012-06-13 | ジャパンパイル株式会社 | Pile holding device and pile holding method |
-
1985
- 1985-08-05 JP JP17109085A patent/JPS6232096A/en active Granted
Also Published As
| Publication number | Publication date |
|---|---|
| JPS6232096A (en) | 1987-02-12 |
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