JPH0827813A - Installation foundation holder for machine of every kind - Google Patents
Installation foundation holder for machine of every kindInfo
- Publication number
- JPH0827813A JPH0827813A JP16111694A JP16111694A JPH0827813A JP H0827813 A JPH0827813 A JP H0827813A JP 16111694 A JP16111694 A JP 16111694A JP 16111694 A JP16111694 A JP 16111694A JP H0827813 A JPH0827813 A JP H0827813A
- Authority
- JP
- Japan
- Prior art keywords
- concrete
- beams
- steel
- steel plate
- reinforced concrete
- 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
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Abstract
Description
【0001】[0001]
【産業上の利用分野】本発明は、各種機械の据付用基礎
架台に関するものである。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a mounting base for various machines.
【0002】[0002]
【従来の技術】従来、図4に示すように機械架台の基礎
を形成する場合、柱17と梁18とを鉄筋コンクリート
により製作しているため、これらの製作時には、支保工
の取付け、鉄筋の配置、型枠の取付け、貫通スリーブ及
び埋め込み金物の取付けを行ってから、コンクリートを
打設し、所定の養生期間を置いて型枠を取り外すように
していた。2. Description of the Related Art Conventionally, when forming the foundation of a mechanical mount as shown in FIG. 4, since the pillars 17 and the beams 18 are made of reinforced concrete, at the time of making these, the attachment of the supporting work and the arrangement of the reinforcing bars are arranged. After mounting the formwork, the penetration sleeve and the embedded metal fitting, concrete was placed and the formwork was removed after a predetermined curing period.
【0003】[0003]
【発明が解決しようとする課題】前記図4に示すように
各種機械の据付用基礎架台の全てを鉄筋コンクリートに
より製作する場合、支保工の取付け、鉄筋の配置、型枠
の取付け、貫通スリーブ及び埋め込み金物の取付けを行
ってから、コンクリートを打設することが必要であり、
支保工及び型枠を取り外すまで、梁下では、機械据付け
等の先行工事を行うことができなくて、現地での工期が
長引くという問題があった。As shown in FIG. 4, when all of the installation bases for various machines are made of reinforced concrete, the support work is attached, the reinforcement is arranged, the form is attached, the penetrating sleeve and the embedding are embedded. It is necessary to place concrete after mounting the hardware,
Until the supporting work and the formwork were removed, there was a problem that the construction work could not be performed under the beam, and the construction period could be prolonged on site.
【0004】本発明は前記の問題点に鑑み提案するもの
であり、その目的とする処は、現地での工期を短縮でき
る各種機械の据付用基礎架台を提供しようとする点にあ
る。The present invention has been proposed in view of the above problems, and an object thereof is to provide a base stand for installation of various machines which can shorten the construction period on site.
【0005】[0005]
【課題を解決するための手段】上記の目的を達成するた
めに、本発明の各種機械の据付用基礎架台は、鉄筋コン
クリート製柱と鋼板コンクリート製梁とにより構成し、
両者の接合部を梁固定用アンカーとさし筋とつなぎ筋と
より結合している。In order to achieve the above-mentioned object, an installation base stand for various machines of the present invention is composed of reinforced concrete columns and steel plate concrete beams,
The joint between the two is more connected to the beam fixing anchor, the scissors, and the connecting bar.
【0006】[0006]
【作用】本発明の各種機械の据付用基礎架台は前記のよ
うに構成されており、各種機械の据付用基礎架台になる
ラーメン構造体が鉄筋コンクリート製柱と鋼板コンクリ
ート製梁とになって、現地での工期が短縮される。即
ち、梁になる鋼製型枠の製作、及び貫通スリーブ、スタ
ッド、梁上端筋等の取付けが工場で行われ、現地では、
鋼製型枠の鉄筋コンクリート製柱に対する取付けが行わ
れ、取付け後、鋼製型枠にコンクリートが打設されて、
鋼板コンクリート梁になるので、鉄筋コンクリート梁に
比較して型枠及び支保工が不要になり、梁下への各種機
械の先行据付けが可能になって、現地での工期が短縮さ
れる。[Function] The installation base pedestal of various machines of the present invention is configured as described above, and the ramen structure serving as the installation base pedestal of various machines is made up of reinforced concrete columns and steel plate concrete beams. The construction period is shortened. In other words, the production of the steel formwork that will become the beam and the installation of the penetration sleeve, stud, beam upper end streak, etc. are performed at the factory,
The steel formwork was attached to the reinforced concrete columns, and after the installation, concrete was placed on the steel formwork,
Since it is a steel plate concrete beam, compared to reinforced concrete beams, there is no need for formwork and support work, and it is possible to install various machines under the beam in advance, which shortens the construction period on site.
【0007】[0007]
【実施例】次に本発明の各種機械の据付用基礎架台を図
1〜図3に示す一実施例により説明すると、1が鉄筋コ
ンクリート製柱で、同鉄筋コンクリート製柱1を現地で
鉄筋コンクリート工法により製作する。このとき、鉄筋
コンクリート製柱1のうち、鋼板コンクリート製梁2と
の接合部になる部分にテーパー部4を設け、このテーパ
ー部4内の所定位置に接合用アンカーボルト11を埋設
しておく(図3参照)。EXAMPLES Next, an explanation will be given of an installation base stand for various machines according to the present invention with reference to an example shown in FIGS. 1 to 3, in which 1 is a reinforced concrete column, and the reinforced concrete column 1 is manufactured locally by a reinforced concrete construction method. To do. At this time, a taper portion 4 is provided in a portion of the reinforced concrete pillar 1 that is to be joined to the steel plate concrete beam 2, and a joining anchor bolt 11 is embedded at a predetermined position in the taper portion 4 (Fig. 3).
【0008】鉄筋コンクリート製柱1のコンクリート強
度が出たところで、予め工場で製作しておいた鋼製型枠
(鋼板コンクリート製梁2になる鋼製型枠)を接合用ア
ンカーボルト11に取付けて、鉄筋コンクリート製柱1
と鋼板コンクリート製梁2とを接合する。このとき、図
3に示すようにさし筋12とつなぎ筋8とを取付ける。When the concrete strength of the reinforced concrete pillar 1 is obtained, a steel formwork (steel formwork to be the steel plate concrete beam 2) produced in advance in the factory is attached to the anchor bolts 11 for joining, Reinforced concrete pillar 1
And the steel plate concrete beam 2 are joined. At this time, as shown in FIG. 3, the strut muscle 12 and the connecting muscle 8 are attached.
【0009】鋼板コンクリート製梁2になる鋼製型枠に
は、工場での製作段階で、貫通スリーブ6(図2参
照)、梁上端筋5、スタッド10、埋め込み金物等を取
付けておく。鋼板コンクリート製梁2及びさし筋12、
つなぎ筋8を取付けた後、鉄筋コンクリート製柱1と鋼
板コンクリート製梁2との隅角部3に型枠を取付けて、
この型枠と鋼板コンクリート製梁2とにコンクリートを
打設する。A through sleeve 6 (see FIG. 2), a beam upper end streak 5, a stud 10, an embedded metal object, etc. are attached to a steel form frame which becomes the steel plate concrete beam 2 at a manufacturing stage in a factory. Steel plate concrete beam 2 and reinforcement 12,
After attaching the connecting bar 8, attach the formwork to the corner 3 of the reinforced concrete pillar 1 and the steel plate concrete beam 2,
Concrete is placed on this form and the steel beam concrete beam 2.
【0010】なお図2の7が鋼板コンクリート製梁2の
上部開口部、図3の13が同梁2の鋼板、14が柱ハン
チ補強筋、15が柱縦筋、16が柱フープ筋、図2の1
9が同梁2の逆向きコ状材、20が同梁2の上向きコ状
材、21が同梁2のコ状材、22が同梁2の縦スティフ
ナ、23が同梁2の横スティフナ、24が縦リブ、25
が上部フランジ、26が支持棒である。In FIG. 2, 7 is an upper opening of the steel beam concrete beam 2, 13 is a steel plate of the beam 2, 14 is a column haunch reinforcement bar, 15 is a column vertical bar, 16 is a column hoop bar, and FIG. 1 in 2
Reference numeral 9 is an inverted U-shaped member of the same beam 2, 20 is an upwardly facing U-shaped member of the same beam 2, 21 is a U-shaped member of the same beam 2, 22 is a vertical stiffener of the same beam 2, and 23 is a lateral stiffener of the same beam 2. , 24 are vertical ribs, 25
Is an upper flange, and 26 is a support rod.
【0011】この各種機械の据付用基礎架台の設置時に
は、支保工が不要であるため、鉄筋コンクリート製柱1
のコンクリート打設が終わると同時に梁下での機械等の
据付け工事が可能になる。鋼板コンクリート製梁2に
は、工場で先行して貫通スリーブ6、埋め込み金具等が
取付けられるので、現地での施工工程数が減少する。Since no support work is required at the time of installing the foundation pedestal for the installation of these various machines, the reinforced concrete pillar 1
As soon as the concrete pouring is completed, it is possible to install machinery under the beam. Since the penetrating sleeve 6, embedded metal fittings, etc. are attached to the steel plate concrete beam 2 in advance at the factory, the number of construction steps on site is reduced.
【0012】鋼板コンクリート製梁2の鋼板内部には、
図3に示すように工場でスタッド10、梁上端筋5等が
取付けられるので、また側板が取付けられるので、この
点でも、現地での施工工程数が減少する。なお鉄筋コン
クリート製柱1の鋼板コンクリート製梁2に対する接合
部には、テーパー4部が設けられ、このテーパー4部に
接合用アンカーボルト11が埋設され、鋼板コンクリー
ト製梁2の底部に取付用孔が穿設されており、施工時、
鋼板コンクリート製梁2が鉄筋コンクリート製柱1の上
に乗せられて、ナットにより接合するだけで、鋼板コン
クリート製梁2と鉄筋コンクリート製柱1とが結合す
る。Steel plate Inside the steel plate of the concrete beam 2,
As shown in FIG. 3, since the stud 10, the beam upper end streak 5 and the like are attached at the factory, and the side plate is attached, the number of construction steps at the site is also reduced in this respect. In addition, a taper 4 portion is provided at a joint portion of the reinforced concrete pillar 1 to the steel plate concrete beam 2, and a joining anchor bolt 11 is embedded in the taper 4 portion, and a mounting hole is provided at a bottom portion of the steel plate concrete beam 2. It has been drilled, and during construction,
The steel-plate-concrete beam 2 and the reinforced-concrete pillar 1 are joined simply by placing the steel-plate-concrete beam 2 on the reinforced-concrete pillar 1 and joining them with a nut.
【0013】そしてこの接合部には、さし筋12、つな
ぎ筋8とが使用されており、接合部が強固になる。Further, the connecting muscles 12 and the connecting muscles 8 are used in this joint portion, and the joint portion is strengthened.
【0014】[0014]
【発明の効果】本発明の各種機械の据付用基礎架台は前
記のように各種機械の据付用基礎架台になるラーメン構
造体を鉄筋コンクリート製柱と鋼板コンクリート製梁と
にしており、現地での工期を短縮できる。即ち、梁にな
る鋼製型枠の製作、及び貫通スリーブ、スタッド、梁上
端筋等の取付けを工場で行い、現地では、鋼製型枠の鉄
筋コンクリート製柱に対する取付けを行い、取付け後、
鋼製型枠にコンクリートを打設して、鋼板コンクリート
梁にするので、鉄筋コンクリート梁に比較して型枠及び
支保工を不要にでき、梁下への各種機械の先行据付けを
可能にできて、現地での工期を短縮できる。As described above, the installation base of various machines according to the present invention uses the reinforced concrete columns and steel plate concrete beams as the ramen structure to be the installation base of various machines. Can be shortened. That is, the steel formwork that will become the beam is manufactured, and the penetration sleeve, stud, beam upper end bar, etc. are installed at the factory, and at the site, the steel formwork is installed on the reinforced concrete column, and after installation,
Since concrete is cast into the steel formwork to make it a steel plate concrete beam, it is possible to eliminate the need for formwork and supporting work as compared to reinforced concrete beams, enabling the pre-installation of various machines under the beam, The construction period on site can be shortened.
【図1】本発明の各種機械の据付用基礎架台の一実施例
を示す正面図である。FIG. 1 is a front view showing an embodiment of a mounting base for various machines according to the present invention.
【図2】鋼板コンクリート製梁の拡大斜視図である。FIG. 2 is an enlarged perspective view of a steel plate concrete beam.
【図3】鉄筋コンクリート製柱と鋼板コンクリート製梁
との取り合い関係を示す縦断側面図である。FIG. 3 is a vertical cross-sectional side view showing a joint relationship between a reinforced concrete column and a steel plate concrete beam.
【図4】(a)は従来の機械架台の基礎を示す平面図、
(b)は側面図、(c)は正面図である。FIG. 4A is a plan view showing a foundation of a conventional mechanical mount,
(B) is a side view, (c) is a front view.
1 鉄筋コンクリート製柱 2 鋼板コンクリート製梁 3 隅角部 4 テーパー部 5 梁上端筋 6 貫通スリーブ 7 上部開口部 8 つなぎ筋 10 スタッド 11 接合用アンカーボルト 12 さし筋 13 鋼板コンクリート製梁2の鋼板 14 柱ハンチ補強筋 15 柱縦筋 16 柱フープ筋 19 鋼板コンクリート製梁2の逆向きコ状材 20 〃 の上向きコ状材 21 〃 のコ状材 22 〃 の縦スティフナ 23 〃 の横スティフナ 24 〃 の縦リブ 25 〃 の上部フランジ 26 〃 の支持棒 DESCRIPTION OF SYMBOLS 1 Reinforced concrete pillar 2 Steel plate concrete beam 3 Corner part 4 Tapered part 5 Beam upper end streak 6 Penetration sleeve 7 Upper opening 8 Connecting bar 10 Stud 11 Anchor bolt for joining 12 Steel bar Concrete plate 2 Steel plate 14 Column haunch Reinforcing bar 15 Column vertical bar 16 Column hoop bar 19 Steel plate Concrete beam 2 reverse U-shaped member 20 〃 Upward U-shaped member 21 〃 U-shaped member 22 〃 Vertical stiffener 23 〃 Horizontal stiffener 24 〃 Vertical ribs 25 〃 upper flange 26 〃 support rod
───────────────────────────────────────────────────── フロントページの続き (72)発明者 藤田 照久 兵庫県高砂市荒井町新浜二丁目1番1号 三菱重工業株式会社高砂製作所内 (72)発明者 亀田 一郎 兵庫県高砂市荒井町新浜二丁目1番1号 三菱重工業株式会社高砂製作所内 ─────────────────────────────────────────────────── ─── Continuation of the front page (72) Teruhisa Fujita, Inventor, 1-1 1-1, Niihama, Arai-cho, Takasago-shi, Hyogo Mitsubishi Heavy Industries, Ltd. Takasago Plant (72) Ichiro Kameda, 2-chome, Niihama, Arai-cho, Takasago-shi, Hyogo No. 1 Mitsubishi Heavy Industries, Ltd. Takasago Plant
Claims (1)
ト製梁とにより構成し、両者の接合部を梁固定用アンカ
ーとさし筋とつなぎ筋とより結合したことを特徴とする
各種機械の据付用基礎架台。1. A base stand for installation of various machines, characterized by comprising a reinforced concrete column and a steel plate concrete beam, and the joint portion between the two is further connected by a beam fixing anchor, a scissor bar and a connecting bar. .
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP16111694A JP2999126B2 (en) | 1994-07-13 | 1994-07-13 | Foundation base for installation of various machines |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP16111694A JP2999126B2 (en) | 1994-07-13 | 1994-07-13 | Foundation base for installation of various machines |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH0827813A true JPH0827813A (en) | 1996-01-30 |
JP2999126B2 JP2999126B2 (en) | 2000-01-17 |
Family
ID=15728915
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP16111694A Expired - Lifetime JP2999126B2 (en) | 1994-07-13 | 1994-07-13 | Foundation base for installation of various machines |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP2999126B2 (en) |
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CN105586982A (en) * | 2014-11-14 | 2016-05-18 | 江西昌河航空工业有限公司 | Processing method of gap between combined surfaces of embedded steel frame and foundation of machine tool |
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-
1994
- 1994-07-13 JP JP16111694A patent/JP2999126B2/en not_active Expired - Lifetime
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CN102134856A (en) * | 2011-04-20 | 2011-07-27 | 天津市建工工程总承包有限公司 | Tower crane foundation |
CN103174164A (en) * | 2011-12-26 | 2013-06-26 | 山东淄建集团有限公司 | Reinforced concrete steam turbine platform beam bolt casing pipe top template construction method |
CN103174164B (en) * | 2011-12-26 | 2015-12-02 | 山东淄建集团有限公司 | A kind of steel concrete turbine block beam bolt sleeve pipe backform construction method |
CN102733412A (en) * | 2012-06-29 | 2012-10-17 | 中广核工程有限公司 | Steam turbine generator base and construction method of steam turbine generator base |
CN102733412B (en) * | 2012-06-29 | 2015-12-09 | 中广核工程有限公司 | Turbine generator foundation base and construction method thereof |
CN103174165A (en) * | 2013-03-15 | 2013-06-26 | 中国十七冶集团有限公司 | Full diameter embedded bolt positioning method |
CN104264706A (en) * | 2014-10-22 | 2015-01-07 | 中建一局集团第二建筑有限公司 | Externally-use elevator girder foundation configuration and construction method thereof |
CN104264706B (en) * | 2014-10-22 | 2016-01-20 | 中建一局集团第二建筑有限公司 | External elevator steel beam foundation structure and construction method thereof |
CN105586982A (en) * | 2014-11-14 | 2016-05-18 | 江西昌河航空工业有限公司 | Processing method of gap between combined surfaces of embedded steel frame and foundation of machine tool |
CN105908774A (en) * | 2016-04-28 | 2016-08-31 | 贵州电力设计研究院 | 'Less-dismantled' transformation method for steam turbine generator unit frame type foundation |
CN105908774B (en) * | 2016-04-28 | 2018-03-06 | 贵州电力设计研究院 | A kind of " few to remove " Turbo-generator Set FRAME FOUNDATION remodeling method |
CN106592624A (en) * | 2016-12-22 | 2017-04-26 | 中建四局第三建筑工程有限公司 | Construction method for pouring construction elevator foundation in advance |
CN106592624B (en) * | 2016-12-22 | 2018-12-18 | 中建四局第三建筑工程有限公司 | A kind of construction on pouring construction elevator basis in advance |
CN106869162A (en) * | 2017-01-10 | 2017-06-20 | 中国核工业第五建设有限公司 | Steam turbine built-in fitting fixing device and method |
CN106869162B (en) * | 2017-01-10 | 2019-03-01 | 中国核工业第五建设有限公司 | Steam turbine built-in fitting fixes device and method |
CN106801434A (en) * | 2017-03-31 | 2017-06-06 | 天津天建设集团有限公司 | Packing hole hydraulic pressure sleeve pipe construction method of installation |
Also Published As
Publication number | Publication date |
---|---|
JP2999126B2 (en) | 2000-01-17 |
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