JPH01284617A - Method for constructing base plate - Google Patents
Method for constructing base plateInfo
- Publication number
- JPH01284617A JPH01284617A JP11303388A JP11303388A JPH01284617A JP H01284617 A JPH01284617 A JP H01284617A JP 11303388 A JP11303388 A JP 11303388A JP 11303388 A JP11303388 A JP 11303388A JP H01284617 A JPH01284617 A JP H01284617A
- Authority
- JP
- Japan
- Prior art keywords
- floor
- seat plate
- welded
- base plate
- support member
- 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
- 238000000034 method Methods 0.000 title claims description 15
- 238000003466 welding Methods 0.000 claims abstract description 15
- 239000004570 mortar (masonry) Substances 0.000 claims abstract description 14
- 230000002787 reinforcement Effects 0.000 claims abstract description 5
- 238000010276 construction Methods 0.000 claims description 11
- 239000002184 metal Substances 0.000 claims description 10
- 239000007769 metal material Substances 0.000 abstract 2
- 239000011083 cement mortar Substances 0.000 abstract 1
- 238000000151 deposition Methods 0.000 abstract 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 4
- 230000000694 effects Effects 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 125000006850 spacer group Chemical group 0.000 description 2
- 239000000463 material Substances 0.000 description 1
- 230000000630 rising effect Effects 0.000 description 1
Landscapes
- Foundations (AREA)
Abstract
Description
【発明の詳細な説明】
〔産業上の利用分野〕
本発明は座板の施工方法に係わり、更に詳しくは機械、
装置等を据付、載置する為の座板の施工方法に関する。[Detailed Description of the Invention] [Industrial Application Field] The present invention relates to a method for constructing a seat board, and more specifically, to a method for constructing a seat board, and more specifically, to
This article relates to a method of constructing a seat plate for installing and mounting equipment, etc.
周知の通り、工場等に於いて機械、装置、特に重量物を
床コンクリ−Ｉ・−ヒに据４＝ｆ 、載置する為に、従
来から床コンクリート上に座板を据付けている。これは
機械、装置を床コンクリ−１＝−ｌ＝、に据付けるに当
り、機械、装置を水平に据付、載置したり、又はいった
ん水平に据付、載置した後に機械、装置の自重によって
、当該機械、装置が傾いたり、不均等に沈み込んだりす
ることを防止して、機械、装置を常時正常に運転可能と
する為である。この為、従来から座板の施工法が幾つか
実施されているが、その脚形的な従来例を示すと第６図
、第７図の通りである。As is well known, in factories and the like, in order to place machinery, equipment, especially heavy objects, on the concrete floor, seat plates have been conventionally installed on the concrete floor. When installing a machine or device on a concrete floor, the machine or device may be installed or placed horizontally, or once it is installed or placed horizontally, the weight of the machine or device may be This is to prevent the machines and equipment from tilting or sinking unevenly, so that the machines and equipment can always operate normally. For this reason, several methods of constructing seat boards have been used in the past, and conventional leg-shaped examples are shown in FIGS. 6 and 7.
即ち、サポート部材１′を固定した後、床コンクリ−Ｉ
・２′を打設する。より具体的には床コンクリート２′
によってサポート部材１′を支持せしめる。他方、予め
工場や現場ルこ於いて座板３′の表面にＩ型ビーム等の
座板受け部相４′を複数溶接固定しておく。That is, after fixing the support member 1', the floor concrete I
・Pour 2'. More specifically, floor concrete 2'
The support member 1' is supported by the support member 1'. On the other hand, a plurality of seat plate receiving parts 4', such as I-shaped beams, are welded and fixed to the surface of the seat plate 3' in advance in a factory or on-site.
而る後に座板受け部相４′をサポート部材１′に対して
ナツト５′を用いて固定する。この際、座板３′の水ｉ
ｉレベルを出して固定する。この後、１型ビーム等の座
板受け４′と座板３′の間に床モルタル又は床二次コン
クリート６′を打設するものである。Thereafter, the seat plate receiving portion 4' is fixed to the support member 1' using a nut 5'. At this time, the water i on the seat plate 3'
Issue the i level and fix it. Thereafter, floor mortar or secondary floor concrete 6' is placed between the seat plate support 4' and the seat plate 3', such as a type 1 beam.
所で、上記に於いて床モルタル又は床二次コンクリート
６′は座板３′の受ける機械、装置等の圧縮荷重を受は
止める機能を果し、他方サポート部材１′は座板３′に
加わる転倒力、引抜力に酎える機能を有する。By the way, in the above, the floor mortar or the floor secondary concrete 6' functions to absorb and stop the compressive load of machines, equipment, etc. that the seat plate 3' receives, and the support member 1' on the other hand It has the ability to withstand applied overturning force and pulling force.
上記従来技術は長い施工実績を有し勝れたものであるが
、水出願人が機械、装置の据（＝１作業の為の座板施工
に従事している間に幾つかの検討を加えた結果法の不共
合を見出した。The above-mentioned conventional technology has a long construction track record and is successful, but while the applicant was engaged in the construction of seat boards for the installation of machines and equipment (= 1 work), he made several studies. As a result, we found inconsistencies in the methods.
即ち、そのｌは、座板３′の裏面に■型ビー１、等の座
板受け４′を溶接固定し、このセントした物を床コンク
リート１′に支持されたサポーＩ・部材１′にナツト止
めし、この後に圧縮荷重を受ける為の床モルタル又は床
二次コンクリ−Ｉ・６′を座板受け４′と４′の間に側
方から流し込む為に、床二次コンクリート６′の打込み
作業性が著しく悪い。又はその作業効率改善に一定の限
界がある。That is, the part 1 is to weld and fix the seat plate support 4', such as the ■-shaped bee 1, to the back surface of the seat plate 3', and then attach this bent object to the support I/member 1' supported on the floor concrete 1'. After fixing the nuts, in order to pour the floor mortar or secondary floor concrete I.6' to receive the compressive load from the side between the seat plate supports 4' and 4', Driving workability is extremely poor. Or there is a certain limit to improving the work efficiency.
その２は、座板３′をサポート部材１′に固定支持する
際は、当然の事ながら水平レベルを出して実施するもの
であるが、より具体的には座板３′の裏面に予め取着さ
れた座板受け部相４′をサポート部材１′にナツト５′
を用いて取伺ける時に、上記の水平レベル出しの微調節
を実施して取伺けるものであるが、ナツト５′上には、
既に座板３′が覆いかぶさっている為に、側方から作業
員が手を差し出してナツト５′を調節して実施する。そ
れ故に座板３′の水平レベル出し作業が困難となるもの
である。Second, when fixing and supporting the seat plate 3' to the support member 1', it is of course necessary to maintain a horizontal level. Attach the attached seat plate support part 4' to the support member 1' with the nut 5'.
When you can take a survey using
Since the seat plate 3' is already covered, the worker puts his hand out from the side and adjusts the nut 5'. Therefore, it becomes difficult to level the seat plate 3' horizontally.
その３は、サポート部側１′の位置出しにおいて、サポ
ート部材１′は床」二端筋の中に入り込まれるため、据
（句作業で床−］一端筋との干渉があり位置出し作業が
困難である。Part 3 is that when positioning the support part side 1', the support member 1' is inserted into the floor's second end reinforcement, so there is interference with the floor's one end reinforcement, making the positioning work difficult. Have difficulty.
従って本発明の１」的とする所は、圧縮荷重を受ける床
モルタル又は床二次コンクリートの打設作業が極めて容
易に実施でき、又座板の水平レベル出しが容易に可能で
あり、総じて座板の水平レベル出しが正確で、且つ効率
よく座板を施工できるようにするにある。Therefore, the first object of the present invention is that the work of placing floor mortar or secondary floor concrete that is subjected to compressive loads can be carried out very easily, and that the horizontal leveling of the seat plate is easily possible, and that the seat plate can be easily leveled. To enable accurate horizontal leveling of boards and efficient construction of seat boards.
」−記目的を達成する為に本発明は次の技術的手段を有
する。即ち実施例に対応する添付図面中の符号を用いて
これを説明すると、本発明は機械、装置等を損料、載置
する為の座板の施工方法に於いて：
床上端筋１に一次埋込金物２にイｑ属したスタッドジベ
ルを固定した後、床コンクリ−［・３を打設し、次いで
座板受け部相４を、その水′１１７−レベルを出してサ
ポーｉ・部材５を介して上記−・次理込金物２上に溶接
固定し、而る後に床モルタル又は床二次コンクリ−１−
７を打設し、水平レベル調節された上記座板受け部相４
上に座板８を溶接固定し、続いて座板受け部相４と座板
８との溶接箇所ＩＯを覆う為の床ライニング板１１を溶
接して成ることを特徴とする座板の施工方法である。In order to achieve the above object, the present invention has the following technical means. That is, to explain this using the reference numerals in the attached drawings corresponding to the embodiments, the present invention provides a method for constructing a seat plate for mounting machinery, equipment, etc.: After fixing the corresponding stud dowels to the metal fittings 2, pour the floor concrete [3], then remove the water level of the seat plate support part 4 and place the supports I and members 5. It is welded and fixed on the above-mentioned secondary metal fittings 2 through the above-mentioned, and then the floor mortar or floor secondary concrete 1- is fixed.
7 was poured and the horizontal level was adjusted.
A method of constructing a seat plate, which is characterized in that a seat plate 8 is welded and fixed on top, and then a floor lining plate 11 is welded to cover the welded spot IO between the seat plate receiving part phase 4 and the seat plate 8. It is.
上記構成なので、座板受け部相４をサポート部材５上に
支持する時は、座板８が覆いかぶさっているものではな
く、座板８はその後に座板受け部相４に溶接固定するの
で、上部作業空間がおいているから、座板受け部相４の
水平レベル出し作業が容易となる。而も正確に水平レベ
ル出しができる。With the above configuration, when supporting the seat plate support part 4 on the support member 5, the seat plate 8 is not covered, but the seat plate 8 is then welded and fixed to the seat plate support part 4. Since there is an upper work space, it becomes easy to level the seat plate support part 4. Moreover, it is possible to accurately determine the horizontal level.
加えて、この後、即ち座板８が溶接、固定されていない
段階で床モルタル、床工法コンクリート７を打設するの
で、その打設の為の作業空間が上方においていることか
ら、上記打設作業が容易となる。In addition, since the floor mortar and floor construction concrete 7 will be poured after this, that is, before the seat plate 8 has been welded or fixed, the working space for the pouring will be above. Work becomes easier.
而も、座板８を座板受け部相４に容易に溶接固定できる
ものである。Moreover, the seat plate 8 can be easily welded and fixed to the seat plate receiving part phase 4.
次に添付図面第１図〜第５図に従い本発明の好適な実施
例を詳述する。Next, a preferred embodiment of the present invention will be described in detail with reference to the accompanying drawings FIGS. 1 to 5.
第１図〜第４図は床と座板の面が面一の場合の例であっ
て、この実施例を先ず詳述する。1 to 4 are examples in which the surfaces of the floor and the seat plate are flush with each other, and this embodiment will first be described in detail.
先ず第１図に示す如く予め所定の構造計算、設計に基づ
いて縦横に配筋された床上端筋１に対し、−次埋込金物
２にイ］属したスタ、ドジペルを固定する。例えばワイ
ヤー等を用いて固定する。この後床コンクリート３を打
設する。この床コンクリート３の表面仕」―を施した後
、第２図に示す如く、座板受け部相４とサポート部材５
を上記−次理込金物２に対して溶接固定する。この例で
は座板受け部相４としてアングル板の例を示しであるが
、他の形状の部材でもよい。旧つ」二記すポート部材５
は、座板が受ける転倒力や引抜力に耐えられる強度を有
するものを用いる。First, as shown in FIG. 1, the supports and dosipels belonging to the second embedded metal fittings 2 are fixed to the floor top end reinforcements 1, which have been arranged vertically and horizontally based on predetermined structural calculations and designs. For example, it is fixed using a wire or the like. After this, floor concrete 3 is poured. After finishing the surface of this floor concrete 3, as shown in FIG.
is welded and fixed to the above-mentioned secondary metal fitting 2. In this example, an angle plate is shown as an example of the seat plate receiving part 4, but a member having another shape may be used. Old port member 5
Use a material that has the strength to withstand the overturning force and pull-out force that the seat plate receives.
而して、この座板受け部相４とサポーＩ・部材５の」−
記溶接固定の順序は次の２通り及びその変形例が考慮さ
れる。Therefore, this seat plate receiving part phase 4 and support I/member 5'-
Regarding the order of welding and fixing, the following two ways and variations thereof are considered.
１つは、サポート部材５の下端を一次埋込金物２に対し
て溶接固定し、次いで、そのサポート部材５に対して座
板受け部相４を溶接固定する。この際、仮伺は手段や、
スペーサ部材等を用いて水平のレベル調節を実施しなが
ら行う。この水平のレベル出し作業が容易となるもので
ある。何故ならば、座板はこの段階で取イ１けられてい
ないからである。もう１つの方法は、座板受け部相４と
サポート部材５を互いに溶接固定した後、このセット物
を一次埋込金物２に対して溶接固定するものである。こ
の場合も、仮付けしたり、スペーサ部材を用いながら水
平レベル出しを実施するものである。この時、同様に座
板が取伺けられていす、作業の為のに部の空間がおいて
いるので、この作業が容易に実行できるものである。One is to weld and fix the lower end of the support member 5 to the primary embedded metal fitting 2, and then to fix the seat plate receiving part phase 4 to the support member 5 by welding. In this case, a temporary visit is a means,
Perform horizontal level adjustment using spacer members, etc. This makes this horizontal leveling work easier. This is because the seat board has not been removed at this stage. Another method is to weld and fix the seat plate receiving part phase 4 and the support member 5 to each other by welding, and then fix this set to the primary embedded metal fitting 2 by welding. In this case as well, horizontal leveling is performed by temporarily attaching or using a spacer member. At this time, the seat board has been removed in the same way, leaving a space for work, so this work can be carried out easily.
さて、このようにして水平レベル出し調節された座板受
け４の表面６が露出するようにして床モルタル又は床工
法コンクリート７を打設する。この状ｙ島を示したのが
第３図である。上記床モルタル又は床工法コンクリート
７は圧縮荷重を受ける為のものである。この作業に於い
ても、座板が取伺けられていないので、上部作業空間が
あることからコンクリートの打設が容易となり、能率が
向」二する。Now, floor mortar or floor construction concrete 7 is poured so that the surface 6 of the seat board support 4 whose horizontal level has been adjusted in this way is exposed. Figure 3 shows this Y-island. The floor mortar or floor construction concrete 7 is intended to receive compressive loads. Even in this work, since the seat plate is not removed, there is an upper work space, which makes it easier to pour concrete and improves efficiency.
この後、第４図に示すように座板８を座板受け部相４−
にに載せる。この時、次工程に於ける座板８と座板受け
部相４相互の溶接固定を可能にする為に、座板受け部相
４の端部９が外部に臨むように、即ち座板受け部相４と
座板８によって角部１０が生じるように位置を決めて座
板８をセットし、上記角部１０を溶接固定するものであ
る。而る後に上記角部１０の溶接箇所を外部から覆い隠
す為にライニング板１１を溶接固定する。第５図の他の
例は、床面より立上がりのある座板を施工する場合の例
であって第１図〜第４図の例と実質的に同一である。After this, as shown in FIG.
Put it on. At this time, in order to make it possible to weld and fix the seat plate 8 and the seat plate receiving part phase 4 to each other in the next process, the end part 9 of the seat plate receiving part phase 4 should face the outside. The seat plate 8 is positioned and set so that a corner 10 is formed between the part 4 and the seat plate 8, and the corner 10 is fixed by welding. Thereafter, a lining plate 11 is welded and fixed to cover the welded portion of the corner 10 from the outside. Another example shown in FIG. 5 is an example in which a seat board rising from the floor surface is constructed, and is substantially the same as the examples shown in FIGS. 1 to 4.
このような施工法に於ける本発明の特徴は、座板受け部
相４とサポート部材５を座板８を溶接固定する前に、そ
れらの水平レベル出しを調節しながら取付け、この後に
座板８を溶接可能とする点にある。The feature of the present invention in such a construction method is that the seat plate receiving part phase 4 and the support member 5 are installed while adjusting their horizontal level before the seat plate 8 is welded and fixed, and then the seat plate is attached. 8 can be welded.
而も、上記の座板受け部相４とサポート部材５の取イ］
けの後、座板８の溶接固定前に床モルタル又は床工法コ
ンクリート７を打設する点にある。However, if the above-mentioned seat plate receiving part phase 4 and support member 5 are removed]
After this, floor mortar or floor construction concrete 7 is poured before the seat plate 8 is welded and fixed.
以上詳述した如くこの発明の座板の施工法によると、座
板の溶接固定前に、座板受け部相とサポート部材を溶接
固定するものであって、この固定の為の上部作業空間が
おいていることから、座板受け部相の水平レベル出し調
節及びその取付けが容易に実施でき、このことから座板
受け部相の水・１１度がより１に確となる。加えて、水
ｉＦ、に座板受け部材を取着した後、座板な溶接固定す
る前に即ち上部作業空間がある内に、床モルタル又は床
二次コンクリートを打設するので、この打設作業が容易
となる。而も座板を座板受け部相にしっかりと、且つ容
易に溶接固定できる。加えて上記座板受け部相と座板相
互の溶接箇所をライニング板で覆うので床面としての支
障は全く生じないものである。等実用−Ｌ各種の利点を
呈する。As detailed above, according to the seat plate construction method of the present invention, the seat plate receiving part and the support member are welded and fixed before the seat plate is welded and fixed, and the upper working space for this fixing is Because of this, the horizontal level adjustment and installation of the seat plate receiving part can be easily carried out, and this makes it more certain that the water level of the seat plate receiving part is 11 degrees. In addition, after attaching the seat plate receiving member to the water iF, and before welding and fixing the seat plate, floor mortar or floor secondary concrete is poured while there is an upper working space. Work becomes easier. Moreover, the seat plate can be securely and easily welded to the seat plate receiving part. In addition, since the welded portion between the seat plate receiving portion and the seat plate is covered with a lining plate, no problem arises as a floor surface. etc.Practical-LExhibits various advantages.
添付図面第１図〜第４図は、本発明の第一の実施例を示
し、第１図は床コンクリート３を施工する迄の工程を示
した断面図、第２図は座板受け部相４とサポート部材５
を溶接固定する項迄の工程を示した断面図、第３図は床
モルタル又は床二次コンクリート７を施工する迄の工程
を示した断面図、第４図は座板８及び床ライニング板１
１を施工する項迄を示した断面図、次いで第５図は他の
例を示す断面図、第６図、第７図は従来例を示し、第６
図は平面図、第７図は断面図であり、図「１１１は床」
一端部、２は一次埋込金物、３は床コンクリート、４は
座仮受け部相、５はサポート部材、７は床モルタル又は
床二次コンクリート、８は座板、９は座板受け部相の端
部、１０は溶接角部、１１は床ライニング板である。The attached drawings, Figures 1 to 4, show a first embodiment of the present invention, with Figure 1 being a sectional view showing the steps up to the construction of floor concrete 3, and Figure 2 showing the phase of the seat plate receiving part. 4 and support member 5
Figure 3 is a cross-sectional view showing the process up to welding and fixing the floor mortar or secondary floor concrete 7, Figure 4 is a cross-sectional view showing the process up to welding and fixing the floor plate 8 and floor lining plate 1.
Fig. 5 is a cross-sectional view showing another example, Fig. 6 and Fig. 7 show a conventional example, and Fig.
The figure is a plan view, Figure 7 is a cross-sectional view, and the figure "111 is the floor"
One end, 2 is the primary embedded hardware, 3 is the floor concrete, 4 is the seat temporary support part, 5 is the support member, 7 is the floor mortar or floor secondary concrete, 8 is the seat plate, 9 is the seat plate support part phase , 10 is a welding corner, and 11 is a floor lining plate.
Claims (3)
法に於いて； 床上端筋１に一次埋込金物２に付属したスタッドジベル
を固定した後、床コンクリート３を打設し、次いで座板
受け部材４を、その水平レベルを出してサポート部材５
を介して上記一次埋込金物２上に溶接固定し、而る後に
床モルタル又は床二次コンクリート７を打設し、水平レ
ベル調節された上記座板受け部材４上に座板８を溶接固
定し、続いて座板受け部相４と座板８との溶接箇所１０
を覆う為の床ライニング板１１を溶接して成ることを特
徴とする座板の施工方法。(1) In the method of constructing a seat plate for installing and mounting machinery, equipment, etc.: After fixing the stud dowel attached to the primary embedded metal fittings 2 to the floor top reinforcement 1, the floor concrete 3 is poured. Then, move the seat plate receiving member 4 to its horizontal level and attach it to the support member 5.
The seat plate 8 is welded and fixed onto the primary embedded metal fittings 2 through the above, and then floor mortar or secondary floor concrete 7 is poured, and the seat plate 8 is welded and fixed onto the seat plate receiving member 4 whose horizontal level has been adjusted. Then, welding point 10 between seat plate receiving part phase 4 and seat plate 8
A method of constructing a seat board, characterized by welding a floor lining board 11 for covering the seat board.
し、このサポート部材５に対して座板受け部材４を、そ
の水平レベルを出して溶接固定することを特徴とする請
求項第１項記載の座板の施工方法。(2) The support member 5 is welded and fixed to the primary embedded metal fitting 2, and the seat plate receiving member 4 is welded and fixed to the support member 5 with its horizontal level. Construction method of seat board described in section.
定した後、上記サポート部材５を、座板受け部材４の水
平レベルを出して一次埋込金物２に対して溶接固定する
ことを特徴とする請求項第１項記載の座板の施工方法。(3) After fixing the seat plate receiving member 4 to the support member 5 by welding, fixing the support member 5 by welding to the primary embedded metal fitting 2 with the horizontal level of the seat plate receiving member 4. A method for constructing a seat board according to claim 1.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP11303388A JPH01284617A (en) | 1988-05-10 | 1988-05-10 | Method for constructing base plate |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP11303388A JPH01284617A (en) | 1988-05-10 | 1988-05-10 | Method for constructing base plate |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH01284617A true JPH01284617A (en) | 1989-11-15 |
| JPH0587613B2 JPH0587613B2 (en) | 1993-12-17 |
Family
ID=14601774
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP11303388A Granted JPH01284617A (en) | 1988-05-10 | 1988-05-10 | Method for constructing base plate |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH01284617A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102192386A (en) * | 2010-03-19 | 2011-09-21 | 江苏金羊能源环境工程有限公司 | Device for manufacturing large body |
| US11268648B2 (en) | 2016-09-14 | 2022-03-08 | Mitsubishi Heavy Industries Compressor Corporation | Supporting platform, rotating machine unit, and method for manufacturing rotating machine unit |
-
1988
- 1988-05-10 JP JP11303388A patent/JPH01284617A/en active Granted
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102192386A (en) * | 2010-03-19 | 2011-09-21 | 江苏金羊能源环境工程有限公司 | Device for manufacturing large body |
| US11268648B2 (en) | 2016-09-14 | 2022-03-08 | Mitsubishi Heavy Industries Compressor Corporation | Supporting platform, rotating machine unit, and method for manufacturing rotating machine unit |
Also Published As
| Publication number | Publication date |
|---|---|
| JPH0587613B2 (en) | 1993-12-17 |
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