JPS6242125Y2 - - Google Patents
Info
- Publication number
- JPS6242125Y2 JPS6242125Y2 JP8535682U JP8535682U JPS6242125Y2 JP S6242125 Y2 JPS6242125 Y2 JP S6242125Y2 JP 8535682 U JP8535682 U JP 8535682U JP 8535682 U JP8535682 U JP 8535682U JP S6242125 Y2 JPS6242125 Y2 JP S6242125Y2
- Authority
- JP
- Japan
- Prior art keywords
- blade
- screw
- gap
- mortar
- trough
- 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
- 239000004570 mortar (masonry) Substances 0.000 description 9
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 3
- 230000002093 peripheral effect Effects 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 1
- 238000007796 conventional method Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000009751 slip forming Methods 0.000 description 1
- 238000007711 solidification Methods 0.000 description 1
- 230000008023 solidification Effects 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
Landscapes
- Electromagnetic Pumps, Or The Like (AREA)
Description
【考案の詳細な説明】
本考案はスクリユポンプに係り、その製作を容
易にするための羽根の改良に関する。[Detailed Description of the Invention] The present invention relates to a screw pump, and relates to an improvement in the impeller to facilitate its manufacture.
第1図はスクリユポンプの概略を示した側面
図、第2図は第1図のA−A線断面図である。こ
れらの図において、1は1条又は数条の羽根を有
するスクリユ本体で、ケーシングとなる傾斜した
コンクリートトラフ2に対しわずかなスキマ(隙
間)Cを保つようにして、その軸3が上下1対の
軸受4,5によつて保持されている。また、軸3
は駆動機6に連結されており、矢印方向へ回転さ
せられる。尚7はガイドである。 FIG. 1 is a side view schematically showing the screw pump, and FIG. 2 is a sectional view taken along line A--A in FIG. 1. In these figures, 1 is a screw main body having one or several blades, and its shaft 3 is connected to the upper and lower pairs of screws while maintaining a slight gap C with respect to the inclined concrete trough 2 that serves as the casing. It is held by bearings 4 and 5. Also, axis 3
is connected to a drive machine 6, and is rotated in the direction of the arrow. Note that 7 is a guide.
このスクリユポンプは下部を低位にある吸込水
面に没し、上部を吐出水面部に位置させて、駆動
機6により回転駆動させることにより、スクリユ
本体1によつてコンクリートトラフ2に沿つて水
がくみ上げられる。 This screw pump has its lower part submerged in the suction water level at a low level, and its upper part located at the discharge water level, and is driven to rotate by a drive unit 6, whereby water is pumped up along the concrete trough 2 by the screw main body 1. .
ところで、スクリユポンプでは、スクリユ本体
1(すなわち羽根)とコンクリートトラフ2との
スキマCを所定値となるように作り出す作業が非
常に困難であつた。第3図は第1図の一部を拡大
した図であるが、スキマCは、打設済コンクリー
ト溝8の表面に表面仕上モルタル9を旋工し、こ
のモルタル9とスクリユ本体の羽根10との間に
形成されている。 By the way, with the screw pump, it is very difficult to create a gap C between the screw body 1 (ie, the blade) and the concrete trough 2 to a predetermined value. FIG. 3 is an enlarged view of a part of FIG. 1, and the gap C is created by lathing a surface finishing mortar 9 on the surface of the concrete groove 8 that has already been poured, and then combining this mortar 9 with the blades 10 of the screw body. is formed between.
このスキマCをスクリユポンプの全長にわたつ
て得るためには、従来は、羽根10の外周縁に丸
棒又は形鋼等を仮付し、未凝固状態のモルタルを
付着させたコンクリート溝8内でスクリユ本体1
を回転させ、モルタルが完全に凝固した後で仮付
した丸棒等の部材を羽根10から取り除く方法を
とつている。すなわち、取り除かれた丸棒等の部
材の厚みがスキマCとなるわけである。 In order to obtain this clearance C over the entire length of the screw pump, conventionally, a round bar or shaped steel, etc. is temporarily attached to the outer peripheral edge of the blade 10, and the screw is placed in the concrete groove 8 to which unsolidified mortar is adhered. Main body 1
After the mortar has completely solidified, the temporary attached members such as round rods are removed from the blade 10. In other words, the thickness of the removed member such as the round bar becomes the gap C.
このような従来の方法は、羽根9の外周縁に丸
棒等の部材を取付けるための工数、及びモルタル
凝固後の取り除き工数並びに羽根外周の仕上げ補
修工数多くの作業工数を必要とし、効率の悪い作
業を長時間強いられるという難点があつた。 Such a conventional method requires many man-hours for attaching members such as round bars to the outer periphery of the blade 9, man-hours for removing the mortar after solidification, and many man-hours for finishing and repairing the outer periphery of the blade, and is inefficient. The problem was that they were forced to work for long hours.
本考案はこのような従来の難点を解消すること
を目的としてなされたものである。 以下本考案
の一実施例を第4図ないし第6図を参照して詳細
に説明する。 The present invention has been made with the aim of solving these conventional difficulties. An embodiment of the present invention will be described in detail below with reference to FIGS. 4 to 6.
第4図は本考案のスクリユポンプに使用される
羽根の先端部を一部拡大して示した図であり、第
5図は第4図のB−B線に沿う断面図である。こ
れらの図に示されている羽根20は、第3図に示
した従来の羽根10に相当するものであるが、初
期状態にあつては、スクリユ本体1とコンクリー
トトラフ2との間に形成するスキマCの寸法を考
慮して、羽根20の直径をD+2Cに仕上げてあ
る。ここでDはスクリユ径である。そして、直径
Dの位置にV字状の溝21を連続して形成し、更
に周縁部から溝21へ達するように切欠き22を
適宜の間隔で設けてある。 FIG. 4 is a partially enlarged view of the tip of the vane used in the screw pump of the present invention, and FIG. 5 is a sectional view taken along the line B--B in FIG. 4. The blade 20 shown in these figures corresponds to the conventional blade 10 shown in FIG. 3, but in the initial state, it is formed between the screw body 1 and the concrete trough 2. Considering the dimension of the gap C, the diameter of the blade 20 is finished to D+2C. Here, D is the screw diameter. A V-shaped groove 21 is continuously formed at a position having a diameter D, and notches 22 are provided at appropriate intervals so as to reach the groove 21 from the peripheral edge.
このような羽根20をもつたスクリユ本体1
を、未凝固状態のモルタルを付着させたコンクリ
ート溝8内で従来と同様に回転させると、第6図
にその過程を示すように、頭初a図のような羽根
20は、b,c図に示すように順次、トラフモル
タル仕上時の掻上げ力によつて、溝21のところ
から先端部23が折り曲り、ついにはd図に示す
ように先端部23が分離してしまう。従つて、先
端部23が除去されることによつてスクリユ本体
1とコンクリートトラフ2との間に所定のスキマ
Cが形成されることになる。 A screw main body 1 having such a blade 20
When the blade 20 is rotated in the conventional manner in a concrete groove 8 to which unsolidified mortar is adhered, as shown in FIG. As shown in Figure d, the tip 23 is successively bent from the groove 21 due to the raking force during trough mortar finishing, and finally the tip 23 is separated as shown in Figure d. Therefore, by removing the tip portion 23, a predetermined gap C is formed between the screw body 1 and the concrete trough 2.
以上詳述したように本考案によれば、所定の羽
根スキマを得るために、従来のような専用の部材
を取付けたり、取り除いたりするわずらわしい作
業は全く必要とせず、羽根の外周を、頭初、スキ
マC分だけ大きく形成しておき、トラフモルタル
仕上中にスキマCに相当する羽根の先端が折損し
て除去される構成としたので、作業効率を飛躍的
に向上し得る。 As described in detail above, according to the present invention, in order to obtain a predetermined blade clearance, there is no need for the troublesome work of attaching or removing special members as in the past, and the outer periphery of the blade is , is formed larger by the gap C, and the tip of the blade corresponding to the gap C is broken and removed during trough mortar finishing, so the work efficiency can be dramatically improved.
尚羽根が数条設けられているスクリユにあつて
は、少なくとも1条の羽根に本考案を適用し、他
の羽根を従来と同様としておいてもよいことは云
うまでもない。 It goes without saying that in the case of a screw having several blades, the present invention may be applied to at least one blade, and the other blades may be left in the same manner as before.
第1図はスクリユポンプの概略を示した側面
図、第2図は第1図のA−A線に沿う断面図、第
3図は第1図の一部を拡大した図、第4図は本考
案に係るスクリユポンプに使用される羽根の先端
部を拡大して示した平面図、第5図は第4図のB
−B線に沿う断面図、第6図は本考案の作用を説
明するために示した図である。
1……スクリユ本体、2……コンクリートトラ
フ、3……軸、9……モルタル、20……羽根、
21……溝、22……切欠き。
Figure 1 is a side view showing the outline of the screw pump, Figure 2 is a sectional view taken along line A-A in Figure 1, Figure 3 is an enlarged view of a part of Figure 1, and Figure 4 is the main part of the pump. FIG. 5 is a plan view showing an enlarged tip of the blade used in the screw pump according to the invention.
FIG. 6, a sectional view taken along line -B, is a diagram shown for explaining the operation of the present invention. 1...Screw body, 2...Concrete trough, 3...Shaft, 9...Mortar, 20...Blade,
21...Groove, 22...Notch.
Claims (1)
シングとするスクリユポンプに用いるスクリユ本
体において、駆動軸に植設したスクリユ羽根の少
なくとも1条の外径を、この羽根の外周をトラフ
面との間に設けるスキマ分だけ大きく形成すると
共に、その羽根の外周部に、スキマ分だけ大きく
した部分を外力により折損し得る円周方向の溝お
よび半径方向の切欠きを設けたことを特徴とする
スクリユ本体。 In a screw body used in a screw pump having a mortar-finished inclined concrete trough as a casing, the outer diameter of at least one of the screw blades installed on the drive shaft is increased by the amount of the gap provided between the outer periphery of this blade and the trough surface. 1. A screw main body, characterized in that a circumferential groove and a radial notch are provided on the outer periphery of the blade, and a portion enlarged by the gap can be broken by external force.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP8535682U JPS58189383U (en) | 1982-06-10 | 1982-06-10 | Screw body |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP8535682U JPS58189383U (en) | 1982-06-10 | 1982-06-10 | Screw body |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS58189383U JPS58189383U (en) | 1983-12-16 |
JPS6242125Y2 true JPS6242125Y2 (en) | 1987-10-28 |
Family
ID=30094235
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP8535682U Granted JPS58189383U (en) | 1982-06-10 | 1982-06-10 | Screw body |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS58189383U (en) |
Families Citing this family (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP5890056B1 (en) * | 2015-07-22 | 2016-03-22 | 株式会社神鋼環境ソリューション | Screw pump blade outer diameter adjustment method |
-
1982
- 1982-06-10 JP JP8535682U patent/JPS58189383U/en active Granted
Also Published As
Publication number | Publication date |
---|---|
JPS58189383U (en) | 1983-12-16 |
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