JPS6349016B2 - - Google Patents
Info
- Publication number
- JPS6349016B2 JPS6349016B2 JP59271871A JP27187184A JPS6349016B2 JP S6349016 B2 JPS6349016 B2 JP S6349016B2 JP 59271871 A JP59271871 A JP 59271871A JP 27187184 A JP27187184 A JP 27187184A JP S6349016 B2 JPS6349016 B2 JP S6349016B2
- Authority
- JP
- Japan
- Prior art keywords
- wire
- reinforcing member
- screen
- width
- ring
- 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
- 230000003014 reinforcing effect Effects 0.000 claims description 27
- 239000000463 material Substances 0.000 claims description 5
- 238000000034 method Methods 0.000 claims description 5
- 125000006850 spacer group Chemical group 0.000 claims description 3
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 15
- 238000003466 welding Methods 0.000 description 5
- 238000004519 manufacturing process Methods 0.000 description 4
- 230000002787 reinforcement Effects 0.000 description 3
- 229910000831 Steel Inorganic materials 0.000 description 2
- 239000012530 fluid Substances 0.000 description 2
- 238000012423 maintenance Methods 0.000 description 2
- 239000003129 oil well Substances 0.000 description 2
- 239000011347 resin Substances 0.000 description 2
- 229920005989 resin Polymers 0.000 description 2
- 239000004576 sand Substances 0.000 description 2
- 239000010959 steel Substances 0.000 description 2
- VEXZGXHMUGYJMC-UHFFFAOYSA-M Chloride anion Chemical compound [Cl-] VEXZGXHMUGYJMC-UHFFFAOYSA-M 0.000 description 1
- 229910052782 aluminium Inorganic materials 0.000 description 1
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 description 1
- 238000009933 burial Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- -1 geothermal wells Substances 0.000 description 1
- 239000010410 layer Substances 0.000 description 1
- 229910052751 metal Inorganic materials 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 150000002739 metals Chemical class 0.000 description 1
- 230000000414 obstructive effect Effects 0.000 description 1
- 239000002356 single layer Substances 0.000 description 1
- 125000000391 vinyl group Chemical group [H]C([*])=C([H])[H] 0.000 description 1
- 229920002554 vinyl polymer Polymers 0.000 description 1
- 238000004804 winding Methods 0.000 description 1
Description
【発明の詳細な説明】
水井戸、ガス井戸、油井戸、地熱井や集水埋管
に使われている全熔接ウエツジワイヤースクリー
ンは、骨組みと交わつている多数の鋼鉄等の各種
金属又は塩化ビニル樹脂等の各種樹脂製の丸線又
は異型をした線の上にスパイラル状にワイヤーを
巻つけ又はリングをはめ込み、接点を熔接等の方
法で固定したものである。[Detailed Description of the Invention] All-welded wedge wire screens used in water wells, gas wells, oil wells, geothermal wells and underground water collection pipes are made of various metals such as steel or chloride which intersect with the framework. A wire is spirally wound around a round or irregularly shaped wire made of various resins such as vinyl resin, or a ring is fitted into the wire, and the contacts are fixed by welding or other methods.
井戸用に使われるスクリーンは、井戸の深さに
より設置される深度も違うので、それぞれ異なつ
た外圧を受けることとなり、スクリーンは使用さ
れる条件に対して、十分耐えられる強度(外側か
らの圧力に耐えられる強度=Collapse Strength)
を持つていなければならない
従つて、油井、地熱井、ガス井のように比較的
深い井戸に使われるスクリーンや、また集水埋管
でも埋設される深さやその他の被圧条件が増えて
くるものにあつては、大きな外圧に耐える強度の
スクリーンを必要とするので、時には著しく大き
な幅や高さのワイヤーを使用しないと対応できな
いことになる。 Screens used for wells are installed at different depths depending on the depth of the well, so they are subject to different external pressures. Collapse Strength)
Therefore, screens used for relatively deep wells such as oil wells, geothermal wells, and gas wells, as well as those used for buried water collection pipes where the depth of burial and other pressure conditions increase. In some cases, a screen strong enough to withstand large external pressures is required, which sometimes requires the use of wires of significantly larger widths and heights.
しかし、スクリーンの開口面積(Opening
Area)を大きくすることは、本来の目的からし
て当然大きな要素であるので、ワイヤーの幅(巻
つけたときに外側から見える部分)を大きくする
ことは、水、油、その他の流体が通る開口部分の
面積とスクリーンの外側の面積との比率(開口
比)を下げることになり、スクリーンとしての機
能を低下させるので感心しない。その上、大きな
外圧に耐えるスクリーンを作る機械は、大容量で
かつ強大なパワーを必要とすることになる。 However, the opening area of the screen
Naturally, increasing the wire width (area) is a big factor from the original purpose, so increasing the width of the wire (the part that is visible from the outside when it is wound) is important for water, oil, and other fluids to pass through. I am not impressed with this because it lowers the ratio (aperture ratio) between the area of the opening and the area outside the screen, which reduces the function of the screen. Furthermore, machines that make screens that can withstand large external pressures require large capacity and enormous power.
また、使用条件が厳しくなるに従つて、巻つけ
るワイヤーの高さは想像を超えて大きなものが必
要となり、通常の限られた性能のスクリーン製造
機では到底製造不可能という例も少なくない。従
つてこれらの用途に対しては限られたパワーのス
クリーン製造機で作られたスクリーンを補強する
以外にない。而も、補強作業が簡単に出来るよう
なものであることが望ましい。 In addition, as usage conditions become more severe, the height of the wire to be wound needs to be greater than expected, and there are many cases where it is simply impossible to manufacture with a normal screen manufacturing machine with limited performance. Therefore, for these applications, the only option is to reinforce screens made by screen making machines with limited power. However, it is desirable that the reinforcing work can be easily performed.
本発明の補強のやり方は、そのスクリーンに使
用されているワイヤーに対し、スクリーンのスロ
ツトサイズを大きく減ずることのない形状をした
線材を補強されるスクリーンに使われているワイ
ヤーの上に重ねて巻回するやり方である。具体的
は、(a)リングを適当間隔でワイヤーの外面に固定
する場合、及び(b)ワイヤーのピツチより大きいピ
ツチで螺旋状に補強部材を巻回してワイヤーに固
定する場合がある。これらの補強によつて、容易
に強大な耐外圧スクリーンを作ることができる。
また、単に一重に巻くだけでなく、必要とあれば
二重以上にも集積して巻つけることも可能であ
る。更に補強部材の断面形状も、強度、用途、製
造等の問題を考慮して、最適のものを採用でき
る。しかも、この方法は内部からの補強と異な
り、流体の通路となる管路部分の内側に何ら障害
となる構造物がないので、井戸の場合においては
ポンプや井戸のメンテナンス作業が全く安全支障
なく施行でき、また集水埋管の場合は管内に土砂
等が補強部材に堆積して集水効率を悪化させると
いう重大な欠陥がなくなり理想的である。その
上、有効内径を同じサイズとして双方のコストを
比較すると、本発明よるワイヤースクリーンは製
造原価の削減につながつて経済的である。 The method of reinforcing the screen of the present invention is to wrap the wire in a shape that does not significantly reduce the slot size of the screen on top of the wire used in the screen to be reinforced. This is the way to do it. Specifically, (a) the rings are fixed to the outer surface of the wire at appropriate intervals, and (b) the reinforcing member is wound spirally with a pitch larger than the pitch of the wire and fixed to the wire. With these reinforcements, a strong external pressure resistant screen can be easily made.
Moreover, it is not only possible to simply wind it in a single layer, but also to wrap it in two or more layers if necessary. Furthermore, the optimal cross-sectional shape of the reinforcing member can be adopted in consideration of issues such as strength, usage, and manufacturing. Moreover, unlike reinforcement from the inside, this method does not have any obstructive structure inside the pipe section that serves as the fluid passage, so in the case of wells, maintenance work on pumps and wells can be carried out without any safety issues. In the case of a buried water collection pipe, this is ideal because it eliminates the serious defect of dirt and sand accumulating on reinforcing members inside the pipe, which deteriorates water collection efficiency. Furthermore, when comparing the costs of both wire screens with the same effective inner diameter, the wire screen according to the present invention is economical as it leads to a reduction in manufacturing costs.
本発明は、ある平面形状の輪郭上に適当な間隔
でこの面と直角に配列された支柱群の外側にワイ
ヤーを螺旋状にもしくはリング状に巻回してワイ
ヤーと各支柱との接触部分を固定する形式であつ
て、このワイヤー外面にこのワイヤーの幅に等し
いか又はそれより大きい幅の補強部材をワイヤー
間隔より大きい間隔で巻回してワイヤーとの接触
部分を固定し、補強部材の材質及び横断面形状
は、スクリーンの中心方向への外圧に抵抗し得る
ようなものであることを特徴とし、その実施例を
図面に付き詳述すれば次の通りである。 The present invention fixes the contact portion between the wire and each pillar by winding the wire in a spiral or ring shape on the outside of a group of pillars arranged at appropriate intervals on the outline of a certain planar shape and perpendicular to this plane. In this method, a reinforcing member having a width equal to or larger than the width of this wire is wound around the outer surface of this wire at intervals larger than the wire spacing to fix the contact portion with the wire, and the material and cross section of the reinforcing member are The surface shape is characterized by being capable of resisting external pressure toward the center of the screen, and examples thereof will be described in detail below with reference to the drawings.
第1図は本発明にかかるワイヤースクリーンの
一部を省略した概略図である。1は支柱で、ある
平面形状例えば円の輪郭上に所定間隔でこの面と
直角に配列され、互いに平行に支柱1の長手方向
に伸びて支柱群2を構成する。3はこの支柱群2
の外側に螺旋状に巻回したワイヤーで、ワイヤー
相互間には集水間隙4が残されている。そしてワ
イヤー3と支柱1との接触部分は、熔接等によつ
て、固定される。このワイヤー3の断面はV形が
一般的であるが、丸、長方形等を使用することも
ある。以上の構造は周知のワイヤースクリーンと
同様である。 FIG. 1 is a schematic diagram with some parts omitted of a wire screen according to the present invention. Reference numerals 1 denote pillars, which are arranged at predetermined intervals on the outline of a certain planar shape, for example, a circle, at right angles to this plane, and extend parallel to each other in the longitudinal direction of the pillars 1 to form a pillar group 2. 3 is this support group 2
The wire is wound spirally on the outside of the wire, and a water collection gap 4 is left between the wires. The contact portion between the wire 3 and the support 1 is fixed by welding or the like. The cross section of this wire 3 is generally V-shaped, but it may also be round, rectangular, or the like. The above structure is similar to a well-known wire screen.
本発明では、ワイヤー3の外面にこのワイヤー
の幅Wと等しいか又はそれより大きい幅Wの補強
部材5をワイヤー3のピツチpより大のピツチP
で巻回して、ワイヤー3とこの部材5との接触部
分を熔接、はめ込み等によつて、固定している。 In the present invention, a reinforcing member 5 having a width W equal to or larger than the width W of the wire 3 is provided on the outer surface of the wire 3 at a pitch P larger than the pitch P of the wire 3.
The contact portion between the wire 3 and this member 5 is fixed by welding, fitting, etc.
補強部材5の材質及び横断面形状は、スクリー
ンの中心方向への外圧に抵抗し得るようなものを
選択する。例えば、鋼ないしアルミニウム製と
し、横断面形状は第3図の如き長方形状とする。 The material and cross-sectional shape of the reinforcing member 5 are selected so as to be able to resist external pressure toward the center of the screen. For example, it is made of steel or aluminum, and the cross-sectional shape is rectangular as shown in FIG.
この補強部材5は、第1図乃至第3図の場合は
螺旋状に巻回したものを示している。補強部材5
とワイヤー3との接触部分の連続的な固定作業が
でき、能率が上がる。 This reinforcing member 5 is shown as being spirally wound in the case of FIGS. 1 to 3. Reinforcement member 5
The contact part between the wire 3 and the wire 3 can be fixed continuously, increasing efficiency.
第4図はリング状に構成した補強部材5をワイ
ヤー3の外側にはめこんでワイヤー3との接触部
分を熔接等によつて固定した三つの例を一つの図
面で示したものである。補強部材5の幅がワイヤ
ー3の幅に集水間隙4の幅の半分を加えたものに
ほぼ等しい場合で完全なリング状又は一面で切断
された不連続のリング状の場合は同図の左側の部
分に示したようになり、不連続の場合は端面が突
き合わされて熔接等により一体化される。また不
連続で端部が互いに重なり合つている場合は、同
図の中央の部分に示したようになり、重合部分も
互いに固定される。更に補強部材5の幅がワイヤ
ー3の幅とほぼ等しい場合は、同図の右側に示し
たようになり、スペーサー6が介装されて補強部
材5の安定的な固定化をはかつている。 FIG. 4 shows three examples in one drawing in which a ring-shaped reinforcing member 5 is fitted onto the outside of the wire 3 and the contact portion with the wire 3 is fixed by welding or the like. In the case where the width of the reinforcing member 5 is approximately equal to the width of the wire 3 plus half the width of the water collection gap 4, and in the case of a complete ring shape or a discontinuous ring shape cut in one plane, the left side of the figure If the parts are discontinuous, the end faces are brought together and integrated by welding or the like. In addition, if the ends are discontinuous and overlap each other, the overlapping parts are also fixed to each other, as shown in the center part of the figure. Further, when the width of the reinforcing member 5 is approximately equal to the width of the wire 3, as shown on the right side of the figure, a spacer 6 is interposed to stably fix the reinforcing member 5.
なお、第3図及び第4図では支柱1とワイヤー
3との固定部分の切断端面を示してあり、螺旋の
場合も、リングの場合も同じに現れるので、両者
の場合を兼用にしている。 In addition, FIGS. 3 and 4 show the cut end surface of the fixed portion of the support 1 and the wire 3, and since it appears the same in the case of a spiral and the case of a ring, both cases are used for both cases.
図示のワイヤースクリーンは通常のように井戸
等の集水用等として地中に埋設され、集水間隙4
を通して地中の水等を集める。深く埋設されて大
きな土圧を受けたり、車両走行等の被圧条件が増
えても、ワイヤー3の外面に補強部材5が巻か
れ、而も両者の接合部分で固定されおり、補強部
材5の材質及び横断面形状は、スクリーンの中心
方向への外圧に抵抗し得るようなものであるの
で、十分に対抗することができる。また竪型使用
の場合ポンプや揚水管のスクリーン内への挿入や
外部への取り出しに際しても補強部材5は何等邪
魔にならず、しかも流水に対する有効内径におい
ても外部型補強部材5は何らマイナス原因とはな
らない。また横型の場合でも内面補強型のように
砂泥が補強部材のところに堆積して集水効率を低
下させてしまうことはない。 The wire screen shown in the figure is usually buried underground for collecting water from wells, etc., and has a water collecting gap 4.
Collect underground water etc. through. Even if the wire 3 is buried deeply and subjected to large earth pressure, or pressure conditions such as vehicle running increase, the reinforcing member 5 is wound around the outer surface of the wire 3 and fixed at the joint between the two, so that the reinforcing member 5 is The material and the cross-sectional shape are such that they can resist external pressure in the direction of the center of the screen. In addition, when using the vertical type, the reinforcing member 5 does not get in the way when the pump or water pump is inserted into the screen or taken out to the outside, and the external reinforcing member 5 does not cause any negative effects in terms of the effective inner diameter against flowing water. Must not be. Furthermore, even in the case of the horizontal type, sand and mud will not accumulate on the reinforcing member and reduce the water collection efficiency, unlike in the internally reinforced type.
本発明によれば、スクリーンを構成するワイヤ
ーの外面にワイヤーの幅と等しいか又はそれより
大きい幅の補強部材をワイヤーの間隔より大きい
間隔で巻回してワイヤーとの接触部分を固定した
ので、実際上極めて幅の狭いワイヤーに対する補
強部材の固定作業を極めて簡単にできるようにな
り、補強部材の材質及び横断面形状は、スクリー
ンの中心方向への外圧に抵抗し得るようなもので
あるので、簡単にスクリーンを補強でき、しかも
スクリーンの内部に配置するもののように、メン
テナンスの困難、集水効率の低下等の難点も解消
できる特徴がある。 According to the present invention, a reinforcing member having a width equal to or larger than the width of the wire is wound around the outer surface of the wire constituting the screen at intervals larger than the interval between the wires, and the contact portion with the wire is fixed. In addition, the reinforcing member can be fixed to extremely narrow wires very easily, and the material and cross-sectional shape of the reinforcing member are such that it can resist external pressure toward the center of the screen. It has the feature of being able to reinforce the screen, and also solving problems such as difficulty in maintenance and reduced water collection efficiency, such as those placed inside the screen.
第1図は本発明にかかるワイヤースクリーンの
具体例を示す一部切断側面図、第2図は同A―A
線断面図、第3図は要部の詳細断面図、第4図は
リング状補強部材の三つの態様を同一図面に併記
した概略断面図である。
1……支柱、2……支柱群、3……ワイヤー、
4……間隙、5……補強部材、6……スペーサ。
Fig. 1 is a partially cutaway side view showing a specific example of the wire screen according to the present invention, and Fig. 2 is the same A-A.
A line sectional view, FIG. 3 is a detailed sectional view of the main part, and FIG. 4 is a schematic sectional view showing three aspects of the ring-shaped reinforcing member in the same drawing. 1... Strut, 2... Strut group, 3... Wire,
4... Gap, 5... Reinforcing member, 6... Spacer.
Claims (1)
と直角に配列された支柱群の外側にワイヤーを螺
旋状にもしくはリング状に巻回してワイヤーと各
支柱との接触部分を固定する形式であつて、この
ワイヤー外面にこのワイヤーの幅に等しいか又は
それより大きい幅の補強部材をワイヤー間隔より
大きい間隔で巻回してワイヤーとの接触部分を固
定し、補強部材の材質及び横断面形状は、スクリ
ーンの中心方向への外圧に抵抗し得るようなもの
であることを特徴とするワイヤースクリーン。 2 補強部材がリング状で支柱との直交面上に配
置されている特許請求の範囲第1項記載のワイヤ
ースクリーン。 3 リング状が開放型リングの各端部を直接に又
はスペーサーを介し重ねて固定することによつて
形成されている特許請求の範囲第2項記載のワイ
ヤースクリーン。[Scope of Claims] 1. A wire is wound spirally or in a ring shape on the outside of a group of pillars arranged at appropriate intervals on the outline of a certain planar shape at right angles to this plane, so that the wire contacts each pillar. In this method, a reinforcing member with a width equal to or larger than the width of the wire is wound around the outer surface of the wire at intervals larger than the wire spacing to fix the part in contact with the wire, and the reinforcing member is A wire screen characterized in that the material and cross-sectional shape are such that it can resist external pressure toward the center of the screen. 2. The wire screen according to claim 1, wherein the reinforcing member is ring-shaped and arranged on a plane perpendicular to the support pillars. 3. The wire screen according to claim 2, wherein the ring shape is formed by fixing each end of an open ring directly or overlappingly through a spacer.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP27187184A JPS61151343A (en) | 1984-12-25 | 1984-12-25 | Wire screen |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP27187184A JPS61151343A (en) | 1984-12-25 | 1984-12-25 | Wire screen |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS61151343A JPS61151343A (en) | 1986-07-10 |
JPS6349016B2 true JPS6349016B2 (en) | 1988-10-03 |
Family
ID=17506056
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP27187184A Granted JPS61151343A (en) | 1984-12-25 | 1984-12-25 | Wire screen |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS61151343A (en) |
Families Citing this family (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH0233859U (en) * | 1988-08-19 | 1990-03-02 |
Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS502300U (en) * | 1973-05-02 | 1975-01-10 |
Family Cites Families (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS487560U (en) * | 1971-06-11 | 1973-01-27 |
-
1984
- 1984-12-25 JP JP27187184A patent/JPS61151343A/en active Granted
Patent Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS502300U (en) * | 1973-05-02 | 1975-01-10 |
Also Published As
Publication number | Publication date |
---|---|
JPS61151343A (en) | 1986-07-10 |
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