JPH08240006A - Plumbing system for post and jack for fine adjustment - Google Patents

Plumbing system for post and jack for fine adjustment

Info

Publication number
JPH08240006A
JPH08240006A JP4175895A JP4175895A JPH08240006A JP H08240006 A JPH08240006 A JP H08240006A JP 4175895 A JP4175895 A JP 4175895A JP 4175895 A JP4175895 A JP 4175895A JP H08240006 A JPH08240006 A JP H08240006A
Authority
JP
Japan
Prior art keywords
jack
hydraulic jack
fine adjustment
post
hydraulic
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
Application number
JP4175895A
Other languages
Japanese (ja)
Other versions
JP2887085B2 (en
Inventor
Kaneyoshi Miyamori
金栄 宮森
Shigemi Matsunaga
茂実 松永
Tsutomu Sekimoto
努 関本
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.)
Toda Corp
Original Assignee
Toda Corp
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 Toda Corp filed Critical Toda Corp
Priority to JP4175895A priority Critical patent/JP2887085B2/en
Publication of JPH08240006A publication Critical patent/JPH08240006A/en
Application granted granted Critical
Publication of JP2887085B2 publication Critical patent/JP2887085B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Landscapes

  • Conveying And Assembling Of Building Elements In Situ (AREA)

Abstract

PURPOSE: To provide a plumbing system, in which at the time of plumbing posts such as a steel post, a SPC post, a PC post and so on, plumbing adjustment can be performed efficiently, and the lean adjustment for the post can be performed in a short time. CONSTITUTION: At least three or more fine adjustment jacks 10 respectively connected to a hydraulic booster 18 controlled by a control device 17 are interposed in a joint part 7 of a post 1 concerned with erection. The projecting and sinking amount of a rod of the fine adjustment jack 10 is adjusted by the control device 17 to make level adjustment for a post 1.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は、建築物の柱で、例え
ば、鉄骨柱,SPC柱,PC柱等の柱を建て入れする時
に、建入調整を能率的に行うための建入システムとその
システムに使用されるジャッキに関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a building system, such as a steel system column, an SPC column, a PC column, and the like. Relates to jacks used in the system.

【0002】[0002]

【従来の技術】従来における柱の建入方法は、各柱の個
々を独自に調整するのでなく、図8(イ)に示すよう
に、柱1をクレーン等で搬入して脚部に載置し、ジョイ
ント部7で仮締めする。
2. Description of the Related Art In the conventional method of installing columns, instead of individually adjusting each column, as shown in FIG. 8 (a), the column 1 is carried in by a crane or the like and placed on the legs. Then, temporarily tighten the joint section 7.

【0003】次に、図8(ロ)に示すように、柱1,1
間に梁2を架設する。この場合にも、梁2とのジョイン
ト部7においては仮締めする。
Next, as shown in FIG. 8B, the pillars 1, 1
A beam 2 is installed between them. Also in this case, the joint portion 7 with the beam 2 is temporarily tightened.

【0004】そして、図8(ハ)に示すように、ブロッ
クの建方の後に歪直し用ワイヤー3を上下斜め方向に架
線する。
Then, as shown in FIG. 8C, after the block is built, the straightening wire 3 is installed in an obliquely upward and downward direction.

【0005】その後、図8(ニ)に示すように、トラン
シット4及び柱1の上部に示準棒5を各々セットする。
After that, as shown in FIG. 8D, the indicator rods 5 are set on the upper portions of the transit 4 and the pillar 1, respectively.

【0006】そして、各柱1の傾き調整を前記歪直し用
ワイヤー及びレバーブロック6で行い、柱1の傾き調整
後に各ジョイント部7を本締めしていた。
Then, the inclination of each pillar 1 is adjusted by the straightening wire and the lever block 6, and after the inclination of the pillar 1 is adjusted, each joint portion 7 is fully tightened.

【0007】[0007]

【発明が解決しようとする課題】しかしながら、このよ
うな従来の柱の建入システムでは、SPC等の柱や梁の
重量が重いので、前記歪直し用ワイヤー3とレバーブロ
ック6では調整が困難であった。また、前記歪直し用ワ
イヤー3の架設作業に手間が掛かり、調整後は該ワイヤ
ー3を取り外さなければならず多人数を必要として手間
が掛かりコストも嵩むものであった。
However, in such a conventional column construction system, since the weight of columns and beams such as SPC is heavy, it is difficult to adjust the warping wire 3 and the lever block 6. there were. Further, it takes a lot of time to construct the warping wire 3, and after the adjustment, the wire 3 has to be removed, which requires a large number of people, which is troublesome and costly.

【0008】更に、柱の傾き調整作業においては、計測
をする者と示準棒5を調整する者とで3〜4人の人手が
必要であって、手間が掛かり工期も長くなってっしまう
と言う問題点があった。
Further, in the work of adjusting the inclination of the pillar, it is necessary for the person who measures and the person who adjusts the indicator rod 5 to have three to four manpower, which is troublesome and requires a long construction period. There was a problem to say.

【0009】このほかにも、柱がSPC等であれば柱毎
に建入精度を確保した後に梁の建方を行わなければなら
ないので工期が長期化し、更に、柱のみの建入調整では
外周部の柱に対してはワイヤーを敷地外に張らせること
ができないので、ワイヤーを使用できず一層建入調節に
手間が掛かると言う問題点がある。
In addition to this, if the columns are SPC, etc., the construction of the beams must be performed after securing the installation accuracy for each column, so the construction period is prolonged, and further, the installation adjustment of only the columns will result in an outer periphery. Since the wires cannot be stretched outside the site for the pillars of the department, there is a problem that the wires cannot be used and it takes more time to adjust the construction.

【0010】このように、従来の柱の建入システムは、
柱の傾き調整の点において解決すべき課題を有してい
た。本発明は、上記の課題に鑑みてなされたもので、柱
の傾き調整を短時間で行い得るようにした建入システム
と、それに使用される微調整用のジャッキの提供を目的
とする。
As described above, the conventional pillar construction system is
There was a problem to be solved in adjusting the inclination of the pillar. The present invention has been made in view of the above problems, and an object thereof is to provide a construction system capable of adjusting the inclination of a pillar in a short time, and a jack for fine adjustment used therein.

【0011】[0011]

【課題を解決するための手段】本発明に係る柱の建入シ
ステムの上記課題を解決するための要旨は、制御装置に
よって制御される油圧用ブースターに各々連結された微
調整用ジャッキを、建方に係る柱の接合部に少なくとも
3個以上介在させ、該微調整用ジャッキのロッドの出没
量を前記制御装置で調整して柱のレベル調整を行うこと
である。
SUMMARY OF THE INVENTION The gist of the above-mentioned problems of the column building system according to the present invention is to install fine adjustment jacks each connected to a hydraulic booster controlled by a controller. At least three or more intervening portions are provided at the joints of the columns, and the level of the columns is adjusted by adjusting the protruding / withdrawing amount of the rod of the fine adjustment jack by the control device.

【0012】微調整用ジャッキの要旨は、メインの油圧
ジャッキと、該油圧ジャッキに油圧パイプを介して油を
供給するサブ油圧ジャッキと、該サブ油圧ジャッキを駆
動させる駆動手段と、該駆動手段を制動する制御装置と
からなる微調整用ジャッキであって、少なくともメイン
の油圧ジャッキのピストン径が前記サブ油圧ジャッキの
ピストン径よりもはるかに大きく、前記サブ油圧ジャッ
キのピストン軸と駆動手段との連結間に減速手段が介在
されていることである。
The gist of the fine adjustment jack is that a main hydraulic jack, a sub-hydraulic jack for supplying oil to the hydraulic jack via a hydraulic pipe, drive means for driving the sub-hydraulic jack, and the drive means are provided. A fine adjustment jack comprising a control device for braking, wherein a piston diameter of at least a main hydraulic jack is much larger than a piston diameter of the sub hydraulic jack, and a piston shaft of the sub hydraulic jack is connected to a driving means. That is, the deceleration means is interposed between them.

【0013】[0013]

【作用】本発明に係る柱の建入システムによれば、微調
整のできる油圧ジャッキを制御装置で制御して柱をレベ
ル調整するので、時間を短縮して柱の建方が施工され
る。
According to the pillar erection system of the present invention, since the hydraulic jack that can be finely adjusted is controlled by the controller to adjust the level of the pillar, the erection of the pillar can be performed in a shorter time.

【0014】本発明の微調整用ジャッキによれば、精密
なレベル調整の必要なSPC柱等の建入に使用すること
ができる。
According to the fine adjustment jack of the present invention, it can be used for installation of SPC columns or the like that require precise level adjustment.

【0015】[0015]

【実施例】次に、本発明に係る実施例について図面を参
照して詳細に説明する。本発明の第1実施例は、図1に
示すように、微調整用ジャッキ10の構成は、メインと
なる油圧ジャッキ11に、油圧パイプ12を介してネジ
式油圧ジャッキのサブ油圧ジャッキ13を連結する。即
ち、ジャッキを2段にセットして使用するのである。
Embodiments of the present invention will now be described in detail with reference to the drawings. In the first embodiment of the present invention, as shown in FIG. 1, the configuration of the fine adjustment jack 10 is such that a main hydraulic jack 11 is connected to a sub hydraulic jack 13 of a screw type hydraulic jack via a hydraulic pipe 12. To do. That is, the jack is set in two stages and used.

【0016】そして、前記サブ油圧ジャッキ13のピス
トン14の軸14aの一端部に、減速装置15の回転軸
を同軸にして連結する。
Then, the rotation shaft of the speed reducer 15 is coaxially connected to one end of the shaft 14a of the piston 14 of the sub-hydraulic jack 13.

【0017】前記減速装置15の回転軸に、ブレーキに
よって制動の良い駆動手段であるブレーキ付モータ16
の回転軸を連結する。このブレーキ付モータ16の駆動
制御は、図示していない制御装置で行う。
A motor 16 with a brake, which is a driving means for braking the rotation shaft of the speed reducer 15 by a brake, is good.
Connect the rotating shaft of. The drive control of the brake motor 16 is performed by a control device (not shown).

【0018】また、油圧ジャッキ11のピストン11a
の半径r1と、サブ油圧ジャッキ13のピストン14の
半径r2は、r1>>r2であり、例えば、(r12
(r2 2≒10であり、サブ油圧ジャッキ13のストロ
ークS0をS0=1.1mm/sとすると、油圧ジャッキ
11のストロークSはS=0.1mm/sとなる。
Further, the piston 11a of the hydraulic jack 11
Radius r1And the piston 14 of the sub hydraulic jack 13
Radius r2Is r1>> r2And, for example, (r1)2/
(R2) 2≒ 10, the stroke of the sub hydraulic jack 13
If the brake S0 is S0 = 1.1 mm / s, the hydraulic jack
The stroke S of 11 is S = 0.1 mm / s.

【0019】更に、ブレーキ付モータ16の回転数を減
速させる減速機構は、例えば、ブレーキ付モータ16を
1440rpmで回転させた場合に、減速装置15によ
って1/120比に減速され、出力側において12rp
mになる。このように、微調整用ジャッキ10は、減速
機構で微速運転され、更に2段の油圧ジャッキのストロ
ーク比を約1/10にして、油圧ジャッキ11のストロ
ークSを微調節するものである。
Further, the deceleration mechanism for decelerating the rotation speed of the motor with brake 16 is decelerated to a 1/120 ratio by the speed reducer 15 when the motor with brake 16 is rotated at 1440 rpm, and the output side is 12 rp.
It becomes m. As described above, the fine adjustment jack 10 is operated at a fine speed by the speed reduction mechanism, and the stroke ratio of the two-stage hydraulic jack is set to about 1/10 to finely adjust the stroke S of the hydraulic jack 11.

【0020】次に、上述した微調整用ジャッキ10の油
圧ジャッキ11を4個用意して、柱の建方をする方法に
ついて説明する。例えば、図2乃至図3に示すように、
SPC柱等の柱1を建方し、エレクションピースで仮止
めする。そのジョイント部7に、油圧ジャッキ11を載
置する。前記柱1には、転倒防止策を施しておく。
Next, a method for erection of a column by preparing four hydraulic jacks 11 of the above-described fine adjustment jack 10 will be described. For example, as shown in FIGS.
A pillar 1 such as an SPC pillar is erected and temporarily fixed with an erection piece. The hydraulic jack 11 is placed on the joint portion 7. The pillar 1 is provided with a fall prevention measure.

【0021】そして、前記柱1の頂部に示準棒5を取付
ける。例えば、柱1の鉄骨部分に、磁石を利用して前記
示準棒5を取り付けるものである。一方、地上にはトラ
ンシット4や鉛直器4aをセットする。
Then, the indicator rod 5 is attached to the top of the pillar 1. For example, the indicator rod 5 is attached to the steel portion of the pillar 1 using a magnet. On the other hand, the transit 4 and the vertical device 4a are set on the ground.

【0022】これらは、制御装置17に電気的に接続さ
れ、制御装置17のモニターに基準マークと位置合わせ
用のマークとが表示される。また、制御装置17にはブ
レーキ付モータ16の駆動制御用のジョイスティック1
7aが設けられている。
These are electrically connected to the control device 17, and the reference mark and the alignment mark are displayed on the monitor of the control device 17. Further, the control device 17 includes a joystick 1 for controlling the drive of the motor 16 with a brake.
7a is provided.

【0023】更に、前記制御装置17とブースター18
のブレーキ付モータ16とが接続され、ブースター18
のサブ油圧ジャッキ13とメインの油圧ジャッキ11と
が油圧パイプ12で連結されている。
Further, the control device 17 and the booster 18
Connected to the motor with brake 16 of the booster 18
The sub hydraulic jack 13 and the main hydraulic jack 11 are connected by a hydraulic pipe 12.

【0024】よって、モニターを見ながらジョイスティ
ック17aを操作して、位置合わせ用のマークが基準マ
ークに重なるようにするものである。
Therefore, the joystick 17a is operated while looking at the monitor so that the alignment mark overlaps with the reference mark.

【0025】前記油圧ジャッキ11のセットの仕方は、
図4乃至図7に示すように、基礎部20の上で周方向
に、安定用のジャッキホルダー19を4個設置する。該
ジャッキホルダー19は、平板状の底板部に円筒状本体
が立設され、本体の上部に油圧パイプを挿通させるため
の切欠きが一部に設けられて、形成されている。
The way of setting the hydraulic jack 11 is as follows.
As shown in FIGS. 4 to 7, four stabilizing jack holders 19 are installed on the base portion 20 in the circumferential direction. The jack holder 19 is formed by arranging a cylindrical main body on a flat plate-like bottom plate part, and partially providing a notch for inserting a hydraulic pipe in the upper part of the main body.

【0026】そして、図5に示すように、隣接したジャ
ッキホルダー19,19を互いに連結して支持安定させ
るL型の金属製(例えば、鋼材)連結パイプ21をピン
22で取り付ける。このL型の連結パイプ21の腕の長
さは調節可能となっており、セットする柱の大きさによ
り事前に調整しておく。これらの治具を使用しない時
は、PC柱の作成時に、予めコンクリートにジャッキ滑
り防止用の凹みをつけておく等する。
Then, as shown in FIG. 5, an L-shaped metal (for example, steel) connecting pipe 21 for connecting and supporting the adjacent jack holders 19 and 19 with each other is attached by a pin 22. The length of the arm of the L-shaped connecting pipe 21 is adjustable, and is adjusted in advance according to the size of the column to be set. When these jigs are not used, concrete is preliminarily provided with a dent for preventing jack slipping when the PC pillar is formed.

【0027】次に、図6に示すように、前記ジャッキホ
ルダー19の各々に油圧ジャッキ11を嵌挿させる。油
圧パイプ12は、ジャッキホルダー19の本体の切欠き
部に通して油圧ジャッキ11に連結する。
Next, as shown in FIG. 6, the hydraulic jack 11 is fitted into each of the jack holders 19. The hydraulic pipe 12 is connected to the hydraulic jack 11 through a cutout portion of the main body of the jack holder 19.

【0028】次に、図7に示すように、柱1の下面と基
礎部20の上面との間が、距離的に大きい場合では、油
圧ジャッキ11の頭部にキャップ23を被せる。
Next, as shown in FIG. 7, when the distance between the lower surface of the column 1 and the upper surface of the base portion 20 is large, the head of the hydraulic jack 11 is covered with the cap 23.

【0029】前記キャップ23は、全体が金属製であっ
て、油圧ジャッキ11の頭部を被うような円筒状の本体
23aと、該本体23aの上にネジ式で昇降するアタッ
チメント23bとからなる。
The cap 23 is entirely made of metal and comprises a cylindrical main body 23a which covers the head of the hydraulic jack 11, and an attachment 23b which is screwed up and down on the main body 23a. .

【0030】このキャップ23を、予めアタッチメント
23bを下降させておいて、油圧ジャッキ11の頭部に
被せてネジで固定し、続いてアタッチメント23bを回
転させて上昇させ、その上端面を柱1の下面に当接させ
てセットする。上記キャップ23は、柱1と基礎部20
の間隔により適宜に使用するものである。
The attachment 23b of the cap 23 is lowered in advance, the cap 23 is put on the head of the hydraulic jack 11 and fixed by a screw, and then the attachment 23b is rotated to be raised, and the upper end surface of the cap 23 is fixed to the pillar 1. Set on the bottom surface. The cap 23 includes the pillar 1 and the foundation 20.
It is used as appropriate depending on the interval.

【0031】このように、メインの油圧ジャッキ11の
セットが完了したら、モニターの基準マークと位置合わ
せ用のマークを注意深く見ながら、ジョイスティック1
7aを前後左右に倒すように操作して、制御装置17を
介して4個の油圧ジャッキ11のロッド及びキャップ2
3を適宜に昇降させる。
When the setting of the main hydraulic jack 11 is completed in this manner, the joystick 1 is carefully watched with reference to the reference mark and the alignment mark on the monitor.
7a is operated to tilt forward, backward, leftward and rightward, and the rods and caps 2 of the four hydraulic jacks 11 are controlled via the control device 17.
3. Raise and lower 3 as appropriate.

【0032】メインの油圧ジャッキ11は、サブ油圧ジ
ャッキ13により極小な微調整が可能となっており、約
0.01mm以下の制御をすることができる。よって、
柱1の高さが15m程度であれば柱頂部において0.1
mm単位での建入調節ができる。
The main hydraulic jack 11 can be finely adjusted by the sub-hydraulic jack 13 and can be controlled to about 0.01 mm or less. Therefore,
If the height of the pillar 1 is about 15 m, it will be 0.1 at the top of the pillar.
It is possible to adjust the entrance in mm units.

【0033】このように、モニター画面を見ながら一人
でSPC柱等の重い柱のレベル調節が可能となるもので
ある。
Thus, the level of a heavy column such as an SPC column can be adjusted by one person while looking at the monitor screen.

【0034】[0034]

【発明の効果】以上説明したように、本発明に係る柱の
建入システムは、制御装置によって制御される油圧用ブ
ースターに各々連結された微調整用ジャッキを、建方に
係る柱の接合部に少なくとも3個以上介在させ、該微調
整用ジャッキのロッドの出没量を前記制御装置で調整し
て柱のレベル調整を行うことなので、人手が省力化さ
れ、建入の作業時間が大幅に短縮されると共に、柱のレ
ベル調整が微調整に行うことができて精密な建入ができ
るようになると言う優れた効果を奏する。
As described above, in the column installation system according to the present invention, the fine adjustment jacks respectively connected to the hydraulic boosters controlled by the control device are connected to the column connection parts related to the erection. Since at least three of them are provided in the column and the level of the pillar is adjusted by adjusting the protruding / retracting amount of the rod of the fine adjustment jack by the control device, manpower is saved and the construction work time is greatly shortened. At the same time, it is possible to perform fine adjustment of the level of the pillar, and it is possible to perform precise construction, which is an excellent effect.

【0035】本発明に係る微調整用ジャッキは、メイン
の油圧ジャッキと、該油圧ジャッキに油圧パイプを介し
て油を供給するサブ油圧ジャッキと、該サブ油圧ジャッ
キを駆動させる駆動手段と、該駆動手段を制動する制御
装置とからなる微調整用ジャッキであって、少なくとも
メインの油圧ジャッキのピストン径が前記サブ油圧ジャ
ッキのピストン径よりもはるかに大きく、前記サブ油圧
ジャッキのピストン軸と駆動手段との連結間に減速手段
が介在されているので、油圧ジャッキのロッドの出没が
極めて微調整され、重量の重いSPC柱等の建方に使用
して精密な建入が可能となると言う優れた効果を奏す
る。
The fine adjustment jack according to the present invention comprises a main hydraulic jack, a sub-hydraulic jack for supplying oil to the hydraulic jack via a hydraulic pipe, drive means for driving the sub-hydraulic jack, and the drive. A fine adjustment jack comprising a control device for braking the means, wherein at least a piston diameter of the main hydraulic jack is much larger than a piston diameter of the sub hydraulic jack, and a piston shaft of the sub hydraulic jack and a driving means are provided. Since the speed reducing means is interposed between the connection of the two, the protruding and retracting of the rod of the hydraulic jack is extremely finely adjusted, and it is possible to use it for erection of heavy SPC columns etc. Play.

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

【図1】本発明に係る微調整用ジャッキの構成を示す説
明図である。
FIG. 1 is an explanatory diagram showing a configuration of a fine adjustment jack according to the present invention.

【図2】本発明に係る建入システムの説明図である。FIG. 2 is an explanatory diagram of a building system according to the present invention.

【図3】同本発明に係る建入システムを平面視した説明
図である。
FIG. 3 is a plan view of the building system according to the present invention.

【図4】同本発明に係る微調整用ジャッキの取付状態の
説明図(イ)、(ロ)である。
4A and 4B are explanatory views (A) and (B) of a mounted state of the fine adjustment jack according to the present invention.

【図5】同本発明に係る微調整用ジャッキの取付状態の
説明図(イ)、(ロ)である。
5 (a) and 5 (b) are explanatory views (a) and (b) of a mounted state of the fine adjustment jack according to the present invention.

【図6】同本発明に係る微調整用ジャッキの取付状態の
説明図である。
FIG. 6 is an explanatory view of a mounted state of the fine adjustment jack according to the present invention.

【図7】同本発明に係る微調整用ジャッキの取付状態の
説明図(イ)と、キャップの正面図(ロ)である。
FIG. 7 is an explanatory view (a) of a mounted state of the fine adjustment jack according to the present invention and a front view (b) of the cap.

【図8】従来例に係る柱の建入の手順を示す説明図
(イ)〜(ニ)である。
FIG. 8 is an explanatory diagram (A) to (D) showing a procedure for erection of a column according to a conventional example.

【符号の説明】[Explanation of symbols]

1 柱、 2 梁、 3 ワイヤー、 5 示準器、 7 ジョイント部、 10 微調整用ジャッキ、 11 油圧ジャッキ、 12 油圧パイプ、 13 サブ油圧ジャッキ、 15 減速装置、 16 ブレーキ付モータ、 17 制御装置、 18 ブースター、 19 ジャッキホルダー、 20 基礎部、 21 連結パイプ、 23 キャップ。 1 pillar, 2 beam, 3 wire, 5 indicator, 7 joint part, 10 fine adjustment jack, 11 hydraulic jack, 12 hydraulic pipe, 13 sub hydraulic jack, 15 speed reducer, 16 brake motor, 17 control device, 18 Booster, 19 jack holder, 20 foundation, 21 connecting pipe, 23 cap.

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 制御装置によって制御される油圧用ブー
スターに各々連結された微調整用ジャッキを、建方に係
る柱の接合部に少なくとも3個以上介在させ、該微調整
用ジャッキのロッドの出没量を前記制御装置で調整して
柱のレベル調整を行うことを特徴とする柱の建入システ
ム。
1. At least three fine adjustment jacks, each connected to a hydraulic booster controlled by a control device, are interposed in a joint portion of a column related to building, and a rod of the fine adjustment jack appears and disappears. A column building system, wherein the amount of the column is adjusted by the control device to adjust the level of the column.
【請求項2】 メインの油圧ジャッキと、該油圧ジャッ
キに油圧パイプを介して油を供給するサブ油圧ジャッキ
と、該サブ油圧ジャッキを駆動させる駆動手段と、該駆
動手段を制動する制御装置とからなる微調整用ジャッキ
であって、少なくともメインの油圧ジャッキのピストン
径が前記サブ油圧ジャッキのピストン径よりもはるかに
大きく、前記サブ油圧ジャッキのピストン軸と駆動手段
との連結間に減速手段が介在されていることを特徴とす
る微調整用ジャッキ。
2. A main hydraulic jack, a sub-hydraulic jack for supplying oil to the hydraulic jack via a hydraulic pipe, drive means for driving the sub-hydraulic jack, and a control device for braking the drive means. And a piston diameter of at least the main hydraulic jack is much larger than a piston diameter of the sub-hydraulic jack, and a reduction means is interposed between the piston shaft of the sub-hydraulic jack and the drive means. Fine adjustment jack characterized by being
JP4175895A 1995-03-01 1995-03-01 Pillar installation system and fine adjustment jack Expired - Fee Related JP2887085B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP4175895A JP2887085B2 (en) 1995-03-01 1995-03-01 Pillar installation system and fine adjustment jack

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP4175895A JP2887085B2 (en) 1995-03-01 1995-03-01 Pillar installation system and fine adjustment jack

Publications (2)

Publication Number Publication Date
JPH08240006A true JPH08240006A (en) 1996-09-17
JP2887085B2 JP2887085B2 (en) 1999-04-26

Family

ID=12617316

Family Applications (1)

Application Number Title Priority Date Filing Date
JP4175895A Expired - Fee Related JP2887085B2 (en) 1995-03-01 1995-03-01 Pillar installation system and fine adjustment jack

Country Status (1)

Country Link
JP (1) JP2887085B2 (en)

Also Published As

Publication number Publication date
JP2887085B2 (en) 1999-04-26

Similar Documents

Publication Publication Date Title
JP3966857B2 (en) How to install foundations for towers in particular wind energy equipment
JPH08296210A (en) Stud constructing method, stud demolishing method and lift-up and rotating device
JP2005090116A (en) Method for erecting steel frame column and positioning frame body used for it
JPH02213559A (en) Column height adjusting method and device
JPH08240006A (en) Plumbing system for post and jack for fine adjustment
CN216920302U (en) Pre-buried steel column transfers system of hanging down
JP2822012B2 (en) Steel column construction adjustment jig
JP2630623B2 (en) Anchor bolt installation method and anchor bolt support device used for it
JPH09242339A (en) Vertical positioning method of building main post
JPS59102061A (en) Pillar building method and apparatus
JPH0531631B2 (en)
CN108678395B (en) Fixing device of hoisting type building supporting device
JPH10317391A (en) Foundation structure for steel tower and method for constructing the same
JPH06156982A (en) Crane device
JPH0893231A (en) Pillar erection method of structure and device therefor
JPH0717715Y2 (en) Concrete pouring rail support structure
JP3499754B2 (en) Steel column rebuilding device
JPH0748751Y2 (en) Structural pillar construction auxiliary jig and its attachment
JP2001090070A (en) Constructing method for column and facility for arranging steel frame
JP2000034777A (en) Method for constructing building
JPH0893232A (en) Pillar erection method of structure and device therefor
JP3000069B2 (en) Jig for lifting equipment and materials
JPH0748890Y2 (en) Temporary columns for formwork support
JPH10331181A (en) Correcting jig for dwelling house
GB2259104A (en) Piles

Legal Events

Date Code Title Description
R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

FPAY Renewal fee payment (prs date is renewal date of database)

Free format text: PAYMENT UNTIL: 20080212

Year of fee payment: 9

FPAY Renewal fee payment (prs date is renewal date of database)

Free format text: PAYMENT UNTIL: 20090212

Year of fee payment: 10

FPAY Renewal fee payment (prs date is renewal date of database)

Free format text: PAYMENT UNTIL: 20090212

Year of fee payment: 10

FPAY Renewal fee payment (prs date is renewal date of database)

Free format text: PAYMENT UNTIL: 20100212

Year of fee payment: 11

FPAY Renewal fee payment (prs date is renewal date of database)

Free format text: PAYMENT UNTIL: 20110212

Year of fee payment: 12

FPAY Renewal fee payment (prs date is renewal date of database)

Free format text: PAYMENT UNTIL: 20110212

Year of fee payment: 12

FPAY Renewal fee payment (prs date is renewal date of database)

Free format text: PAYMENT UNTIL: 20120212

Year of fee payment: 13

FPAY Renewal fee payment (prs date is renewal date of database)

Free format text: PAYMENT UNTIL: 20120212

Year of fee payment: 13

FPAY Renewal fee payment (prs date is renewal date of database)

Free format text: PAYMENT UNTIL: 20150212

Year of fee payment: 16

LAPS Cancellation because of no payment of annual fees