JPH10176789A - Steam turbine foundation setting method and its bolt structure - Google Patents

Steam turbine foundation setting method and its bolt structure

Info

Publication number
JPH10176789A
JPH10176789A JP33531196A JP33531196A JPH10176789A JP H10176789 A JPH10176789 A JP H10176789A JP 33531196 A JP33531196 A JP 33531196A JP 33531196 A JP33531196 A JP 33531196A JP H10176789 A JPH10176789 A JP H10176789A
Authority
JP
Japan
Prior art keywords
bolt
base
foundation
foundation bolt
steam turbine
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
Application number
JP33531196A
Other languages
Japanese (ja)
Inventor
Juichi Kodera
寿一 小寺
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.)
Hitachi Ltd
Original Assignee
Hitachi Ltd
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 Hitachi Ltd filed Critical Hitachi Ltd
Priority to JP33531196A priority Critical patent/JPH10176789A/en
Publication of JPH10176789A publication Critical patent/JPH10176789A/en
Pending legal-status Critical Current

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Abstract

PROBLEM TO BE SOLVED: To simplify frame arranging structure and to rationalize installing work by using a frame buried type length adjustable foundation bolt for adjusting a foundation bolt protruding amount from a base surface on a frame in steam turbine foundation setting. SOLUTION: For setting steam turbine foundation, first a foundation bolt 11 and a pulling-out preventing and bolt length adjusting plate 14 are fixed by screws and then positioning is performed by a template provided for level adjusting of the foundation bolt or the like while a pipe 16 is fitted around the foundation bolt 11. After the positioning, concrete is executed, but concrete sticking to the foundation bolt 11 is prevented by the pipe 16. After the concrete execution, level adjusting is performed for a concrete upper surface, but if there is a large difference in relative levels in the foundation bolt 11 and a bolt height is to be adjusted, this height adjusting is performed by rotating the foundation bolt 11 against the plate 14 and advancing the same while engaged.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は蒸気タービンの据付
用架台及びベース設定方法に関する。
The present invention relates to a mounting base for a steam turbine and a method for setting a base.

【0002】[0002]

【従来の技術】従来の蒸気タービン据付方法でベース設
定用基礎ボルトは架台を貫通させることによりベース上
面からのボルト出張り量調整を可能としていた。
2. Description of the Related Art In a conventional method of installing a steam turbine, a base setting base bolt can adjust the amount of protrusion of the bolt from the upper surface of the base by penetrating a base.

【0003】又、架台構造上貫通式のボルトを使用出来
ない部位については、架台のボルト埋込側の端部に切り
欠きを設けボルト高さを調整する方法としていた。
[0003] In addition, for a portion where a penetrating bolt cannot be used due to the gantry structure, a notch is provided at an end of the gantry on the side where the bolt is embedded, and the height of the bolt is adjusted.

【0004】[0004]

【発明が解決しようとする課題】蒸気タービン据付用基
礎ボルト設定方法で、ベース上面からのボルト出張り量
の調整が必要な部位には、貫通式のボルトを使用してい
た為、基礎ボルトの長さは、架台の高さによっては強度
上要求されるボルト長さ以上のものとなっていた。
In the method of setting a foundation bolt for installing a steam turbine, a through-hole type bolt is used in a portion where the amount of protrusion of the bolt from the upper surface of the base needs to be adjusted. The length is longer than the bolt length required for strength depending on the height of the gantry.

【0005】又、架台配筋における貫通式ボルトとの干
渉回避のために配筋の一部を切断,補強筋の追加等を行
っていた。
Further, in order to avoid interference with the penetrating bolts in the arbor arrangement, a part of the arrangement has been cut, reinforcing bars have been added, and the like.

【0006】本発明の目的は、架台配筋構造の単純化並
びに、ベース設定用の基礎ボルト長さの低減による据付
作業の合理化を図ることにある。
It is an object of the present invention to simplify the structure for arranging the gantry and to rationalize the installation work by reducing the length of the base bolt for setting the base.

【0007】[0007]

【課題を解決するための手段】コンクリート打設後の基
礎ボルト高さ調整をボルト長さ調整可能な埋込式基礎ボ
ルトを採用することにより達成される。
SUMMARY OF THE INVENTION Adjustment of the height of a foundation bolt after concrete casting is achieved by employing an embedded foundation bolt capable of adjusting the bolt length.

【0008】基礎ボルト先端部に設けたつまみ用カット
面によりボルトの回転作業を可能とし、ボルト締付に使
用するワッシャと被固定側であるベースざぐり形状を非
真円形とするとともに、ボルト固定用ナットをワッシャ
に溶接固定することにより振動によるボルト緩み防止の
効果が得られる。
[0008] The turning work of the bolt is enabled by the cut surface for the knob provided at the tip of the foundation bolt, and the washer used for tightening the bolt and the counterbore of the base to be fixed are formed into a non-circular shape. By welding and fixing the nut to the washer, an effect of preventing bolt loosening due to vibration can be obtained.

【0009】[0009]

【発明の実施の形態】本発明の実施例を図面によって説
明する。
DESCRIPTION OF THE PREFERRED EMBODIMENTS Embodiments of the present invention will be described with reference to the drawings.

【0010】図1は、蒸気タービン用架台上へのベース
設定用基礎ボルトの設定方法の例を示す。従来の基礎設
定方法は、B1及びB2部の様にベース上面からの出張
り量の微調整が必要な部位については、架台貫通式基礎
ボルトを使用しベース1,2の設置レベル調整後に基礎
ボルト3,4の高さを合わせ締付けた後にボルト両端と
ナットを溶接し、廻り止めを行っていた(B2のボルト
の場合、架台構造上貫通式を使用できない為、架台一部
を切り欠くことにより貫通式ボルトと同様の方法により
設定を行っていた)又、B3ボルトはコンクリート打設
時に予め埋め込む方式だが、埋め込まれる側を予めボル
トとナットを溶接固定している為、ベース5及び機器脚
部6の設定後にボルト7の出張り量の調整は不可能であ
るが微調整が不要な部位につき、コンクリート打設時の
レベル変化(架台の設置面積が大きい場合は中央部のレ
ベルは架台端部に対し低くなる場合がある)を考慮し多
めに出張り量をとっていた。但し、埋込ボルトを使用し
た場合、コンクリート打設時の架台端部と中央部のレベ
ル変化量が非常に大きい場合には、ボルト設置レベルに
大差が生じるため、コンクリート上面レベルを平均的に
保つために再打設する必要性が生じていた。
FIG. 1 shows an example of a method of setting a base setting base bolt on a base for a steam turbine. The conventional foundation setting method uses a base penetrating foundation bolt for a portion requiring fine adjustment of the amount of protrusion from the top surface of the base, such as the B1 and B2 portions, and adjusts the installation level of the bases 1 and 2 after adjusting the installation level. After aligning and tightening the heights of 3 and 4, both ends of the bolt and the nut were welded to prevent rotation. (In the case of the B2 bolt, a through-type cannot be used due to the structure of the base, so a part of the base is cut off. The setting was performed in the same way as for the penetration bolt.) Also, the B3 bolt is embedded beforehand at the time of placing concrete, but the embedded side is fixed by welding the bolt and nut in advance, so the base 5 and the equipment leg Adjustment of the projecting amount of the bolt 7 after setting 6 is not possible, but for parts that do not require fine adjustment, change the level during concrete placement (if the installation area of the gantry is large, the level Considering some cases lowered to mount end) was taking amount lugs to generous. However, when using embedded bolts, if the level change between the end and the center of the gantry during concrete placement is very large, there will be a large difference in the bolt installation level, so the level of the concrete upper surface is kept average. Therefore, it was necessary to re-install.

【0011】本発明では、特に大型タービンの場合に生
じやすいコンクリート打設時の大量なレベル変化への対
応並びに、基礎ボルト長さを改善する方法として、図2
に示す基礎ボルト構造を採用する。
In the present invention, as a method for coping with a large amount of level change at the time of concrete casting, which is particularly likely to occur in the case of a large turbine, and a method for improving the length of a foundation bolt, FIG.
The basic bolt structure shown in Figure 1 is adopted.

【0012】本基礎ボルトを使用した場合の詳細な設定
方法は、従来の埋込式基礎ボルトと同様に、強度上必要
な最小限の長さとした基礎ボルト11と引き抜き防止か
つボルト長さ調整用のプレート14とをねじ固定し、更
にパイプ16を取付けた状態で、コンクリート打設前に
基礎ボルトなどのレベル合わせのために設けたテンプレ
ートにより位置決めを行う。位置決め後はコンクリート
の打設を行うが、打設後に基礎ボルト11の回転を可能
とするために基礎ボルト11へのコンクリート固着を防
止するためにパイプ16を設ける。又、基礎ボルト11
の埋め込まれる側には引き抜き防止のためにプレート1
4を設け、基礎ボルト11との固定並びに長さ調整可能
な様にねじを設けた構造とした。次に打設後のコンクリ
ート上面のレベル合わせを行うが、この時に基礎ボルト
11の相対レベル(図1の全基礎ボルトに対応する)に
大きな差がある場合には、コンクリート上面からのボル
ト高さを調整する必要があるが、調整の際には基礎ボル
ト11を回転させることにより容易に可能である。コン
クリート上面レベル調整並びにボルト高さ調整が終了し
た後、ベース15を設定し基礎ボルト11の先端部とベ
ース15の上面の間隔を満足する位置とするために基礎
ボルト11を回転させ位置決めするが、上側ねじ先端部
には平面を設けボルト回転時のつかみ代として使用す
る。
The detailed setting method when the present foundation bolt is used is the same as the conventional buried type foundation bolt, in that the foundation bolt 11 has a minimum length necessary for strength and prevents the bolt from being pulled out and adjusting the bolt length. The plate 14 is fixed by screws, and the pipe 16 is attached. Positioning is performed by a template provided for level adjustment of foundation bolts or the like before casting concrete. After the positioning, the concrete is cast, but a pipe 16 is provided to prevent the concrete from being fixed to the base bolt 11 in order to enable the rotation of the foundation bolt 11 after the casting. Also, the foundation bolt 11
Plate 1 to prevent pulling out
4 and a screw provided so as to be fixed to the base bolt 11 and to be adjustable in length. Next, the level of the concrete upper surface after casting is adjusted. At this time, if there is a large difference in the relative level of the foundation bolts 11 (corresponding to all the foundation bolts in FIG. 1), the bolt height from the concrete upper surface is adjusted. Must be adjusted, but the adjustment can be easily made by rotating the base bolt 11. After the concrete upper surface level adjustment and the bolt height adjustment are completed, the base bolt 11 is rotated and positioned so as to set the base 15 so as to satisfy the interval between the tip of the foundation bolt 11 and the upper surface of the base 15, A flat surface is provided at the tip of the upper screw to be used as a grip for turning the bolt.

【0013】これは、ねじ山の保護の目的である。最終
調整が終了した後ワッシャ12およびナット13を取付
け締め付けを行う。次に大型回転機器であるタービンの
振動によるボルト締め付け部の緩みを防止するため、ワ
ッシャ12とナット13を溶接固定する。尚、ワッシャ
12とベース15との固定については、溶接にて固定し
た場合、ベース15の熱変形が生じる可能性があるた
め、ワッシャ12とベース15の挿入部の構造を非真円
とし回り止めを行うものとした。
This is the purpose of thread protection. After the final adjustment is completed, the washer 12 and the nut 13 are attached and tightened. Next, the washer 12 and the nut 13 are fixed by welding in order to prevent the bolted portion from being loosened due to the vibration of the turbine, which is a large rotating device. When the washer 12 and the base 15 are fixed by welding, the base 15 may be thermally deformed when it is fixed by welding. Shall be performed.

【0014】[0014]

【発明の効果】本発明により基礎ボルトの使用形式を統
一でき、貫通式ボルトが不要となるため、強度上必要な
長さ以上のボルトを使用する必要がなくなる。又、ター
ビン架台の配筋配置が容易になる。
According to the present invention, the types of use of the foundation bolts can be unified, and a penetrating bolt is not required, so that it is not necessary to use bolts having a length longer than necessary for strength. Also, the arrangement of the reinforcing bars of the turbine mount is facilitated.

【0015】タービン架台設定時のレベル変化に左右さ
れずボルト高さを調整可能なため、大型タービン用の架
台据付の合理化が可能である。
Since the bolt height can be adjusted without being influenced by the level change at the time of setting the turbine mount, the mounting of the mount for a large turbine can be rationalized.

【0016】又、経年的にベース面のレベルが変化した
場合にはボルト高さの再調整が可能なことより架台側へ
の影響を最小限として再設定が可能となる。
Further, when the level of the base surface changes over time, the height of the bolt can be readjusted, so that the resetting can be performed with minimum influence on the gantry side.

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

【図1】本発明に関する蒸気タービン用架台構造並びに
架台上に設置されるタービンベース設定時の基礎ボルト
の取付け説明図。
BRIEF DESCRIPTION OF DRAWINGS FIG. 1 is a view showing a frame structure for a steam turbine according to the present invention and mounting of a base bolt when a turbine base is set on the frame.

【図2】本発明が適用する蒸気タービン用基礎の要部の
断面図。
FIG. 2 is a sectional view of an essential part of a steam turbine foundation to which the present invention is applied.

【符号の説明】[Explanation of symbols]

1,2,5,15…タービンベース、3,4…架台貫通
式基礎ボルト、6…タービン本体脚部、7…埋込式基礎
ボルト、11…基礎ボルト、12…楕円形ワッシャ、1
3…ナット、14…抜出防止兼長さ調整用プレート、1
6…固着防止用パイプ。
1, 2, 5, 15 ... Turbine base, 3, 4 ... Base penetrating foundation bolt, 6 ... Turbine body leg, 7 ... Embedded foundation bolt, 11 ... Foundation bolt, 12 ... Elliptical washer, 1
3 ... Nut, 14 ... Plate for pull-out prevention and length adjustment, 1
6 ... sticking prevention pipe.

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】蒸気タービン基礎設定において、架台上ベ
ース面からの基礎ボルト出張り量調整を行う上で、架台
埋込式の長さ調整可能基礎ボルトを使用することを特徴
とする蒸気タービン用基礎設定方法。
In a steam turbine base setting, a base embedded type adjustable length base bolt is used for adjusting the amount of protrusion of a base bolt from a base surface on a mount. Basic setting method.
【請求項2】蒸気タービン据付基礎上のベース固定用の
基礎ボルトにおいて、コンクリート打設後の長さ調整を
容易に行うために、ボルト埋込側に調整用座を設け露出
側ねじ部にボルトのベース上面からの出張り量を調整の
ためにボルト回転用カット面を設け、調整作業を容易に
行え、ワッシャ並びにベースざぐりの形状を非真円形と
して、ベースとワッシャを固定することを特徴とする蒸
気タービン用基礎ボルト構造。
2. A base fixing bolt for fixing a base on a steam turbine installation base, wherein an adjusting seat is provided on a bolt embedding side and a bolt is provided on an exposed side screw portion in order to easily adjust the length after concrete casting. A cutting surface for bolt rotation is provided to adjust the amount of protrusion from the top surface of the base, adjustment work can be easily performed, and the shape of the washer and counterbore is non-circular, and the base and the washer are fixed. Bolt structure for steam turbines.
JP33531196A 1996-12-16 1996-12-16 Steam turbine foundation setting method and its bolt structure Pending JPH10176789A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP33531196A JPH10176789A (en) 1996-12-16 1996-12-16 Steam turbine foundation setting method and its bolt structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP33531196A JPH10176789A (en) 1996-12-16 1996-12-16 Steam turbine foundation setting method and its bolt structure

Publications (1)

Publication Number Publication Date
JPH10176789A true JPH10176789A (en) 1998-06-30

Family

ID=18287112

Family Applications (1)

Application Number Title Priority Date Filing Date
JP33531196A Pending JPH10176789A (en) 1996-12-16 1996-12-16 Steam turbine foundation setting method and its bolt structure

Country Status (1)

Country Link
JP (1) JPH10176789A (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102052382A (en) * 2010-12-30 2011-05-11 东莞宏威数码机械有限公司 Adjustable connection structure
CN102620119A (en) * 2012-04-01 2012-08-01 中交上海三航科学研究院有限公司 Equipment installation base with convenience for leveling
EP2551471A1 (en) * 2010-07-16 2013-01-30 Mitsubishi Heavy Industries, Ltd. Method and apparatus for affixing bearing box
CN105090686A (en) * 2015-09-25 2015-11-25 东方电气集团东方汽轮机有限公司 High and medium pressure module installing and adjusting method for steam turbine generator unit for overall goods delivery

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP2551471A1 (en) * 2010-07-16 2013-01-30 Mitsubishi Heavy Industries, Ltd. Method and apparatus for affixing bearing box
EP2551471A4 (en) * 2010-07-16 2014-12-17 Mitsubishi Heavy Ind Ltd Method and apparatus for affixing bearing box
CN102052382A (en) * 2010-12-30 2011-05-11 东莞宏威数码机械有限公司 Adjustable connection structure
CN102620119A (en) * 2012-04-01 2012-08-01 中交上海三航科学研究院有限公司 Equipment installation base with convenience for leveling
CN105090686A (en) * 2015-09-25 2015-11-25 东方电气集团东方汽轮机有限公司 High and medium pressure module installing and adjusting method for steam turbine generator unit for overall goods delivery

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