JP4389021B2 - Vertical drain pipe head - Google Patents

Vertical drain pipe head Download PDF

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Publication number
JP4389021B2
JP4389021B2 JP2000274334A JP2000274334A JP4389021B2 JP 4389021 B2 JP4389021 B2 JP 4389021B2 JP 2000274334 A JP2000274334 A JP 2000274334A JP 2000274334 A JP2000274334 A JP 2000274334A JP 4389021 B2 JP4389021 B2 JP 4389021B2
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JP
Japan
Prior art keywords
drain pipe
vertical drain
anchor
plate
tip
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 - Lifetime
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JP2000274334A
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Japanese (ja)
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JP2002081049A (en
Inventor
佳招 龍田
信夫 進藤
泰 坂根
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.)
Totaku Industries Inc
Toa Corp
Original Assignee
Totaku Industries Inc
Toa Corp
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
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Priority to JP2000274334A priority Critical patent/JP4389021B2/en
Publication of JP2002081049A publication Critical patent/JP2002081049A/en
Application granted granted Critical
Publication of JP4389021B2 publication Critical patent/JP4389021B2/en
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Description

【0001】
【発明の属する技術分野】
本発明は、地表から地中に縦に押し込み上端を地上に開口させた埋設状態として使用される、一般にバーチカルドレンパイプと呼ばれる土壌改良用の集水パイプの先端部に連結して使用されるヘッド部材に関するものである。
【0002】
【従来の技術】
この種のバーチカルドレンパイプは、特殊な又は特定の土壌改良工事業者によって、液状化の可能性が高いと判定された飽和砂質地盤、所謂軟弱地盤に、鋼製保護パイプと水ジェット装置を利用して、地表から地中に例えば15mなり20mなり挿入させ、その一端を地上に突出させて開口させ、その開口部に土砂等の混入防止用のキャップを取り付けておく。現在使用されているこの種のバーチカルドレンパイプとしては、一般には合成樹脂製で、例えば約100mm径に所定の間隔を隔てて螺旋状に巻回形成された強度部材の外周に、合成樹脂製の薄い延伸フィルム材で形成した表裏2枚の割り布の間に不織布を挟み込んで積層形成した集水用膜状布を巻き付けて、両者を接着させた地中埋設用の暗渠排水管(例えば特開平7−48825号公報参照)が知られている。
【0003】
而して、このような集水構造を備えたパイプをバーチカルドレンパイプとして地中に挿入させるには、パイプの先端開口部を閉塞する必要があり、かつ、この先端部を損傷させないように保護する手段が必要である。それ故に、現行従来品では、図13に示したように、外周面に螺旋溝43を備え一端に底42を備えた円筒体40を形成し、この底42の中央部にボルト挿入穴41を形成し、側面視V字形に曲げ加工した鉄板製のアンカー部材45に別の鉄板を橋架け状に掛け渡して溶接一体化した水平板46の中央部にもボルト挿入穴を形成してあるものとし、両者の連結に当たっては、これら両ボルト挿入穴に、円筒体40の内部側からボルト47を挿入し、水平板46の下方からナット止めして両部材を連結する構造としたものであった。
【0004】
【発明が解決しようとする課題】
しかしながら、このような構造とした従来のバーチカルドレンパイプのヘッド部材は、円筒体40を形成した後に、その底42にボルト挿入穴41を形成しなければならない後加工を必要とし、両部材40,45の連結に当たっては、水平板46の下側の狭い空間でナットの締め付け作業をしなければならないという複雑で面倒な作業を強いられるという解決すべき課題を有していた。
【0005】
本発明は、従来のバーチカルドレンパイプのヘッド部材が有していた以上のような課題に着目し、かつ、これらの課題を解決することを目的とし、穴開けのような後加工を必要とせず、部材同士の連結が、ほぼワンタッチ状に極めて容易にほぼ瞬間的に行い得る構造としたバーチカルドレンパイプのヘッド部材をここに提供しようとするものである。
【0006】
【課題を解決するための手段】
該目的を達成するための本発明の構成を、実施例において使用した符号を用いて説明すると、バーチカルドレンパイプの先端に取り付けて地中に先行して圧入させる先端治具であって、バーチカルドレンパイプの端部内に挿入連結する筒状部材1と、この筒状部材1の先端側に連結する側面形状V字形に形成したアンカー部材2とからなり、前記筒状部材1が先端側に向かって突出する板状若しくは棒状の突出体11を備え、前記アンカー部材2がアンカー本体22から上方に向かって突出する板状若しくは棒状の突出体21を備え、これら両突出体11,21が、横方向に開口30を備えたフック状係合部31と、該係合部31と嵌合する係合孔32との何れかを備えている構成としたものである。
【0007】
【発明の実施の形態】
このような構成としたバーチカルドレンパイプ用ヘッドの実施に当たっては、前記筒状部材1を、係合孔32を形成した板状の突出体11を備えているものとし、前記アンカー部材2を、フック状係合部31を形成した板状の突出体21を備えているものとして実施することができる。また、前記筒状部材1は、その全体を合成樹脂素材で形成してあるものとし、前記アンカー部材2は、その全体を例えば鋼材のような鉄系金属で形成して実施することが強度上好ましい。
【0008】
【実施例】
以下本発明の実施例について図面に基づいて説明する。図1乃至図7は、本発明の第1実施例を示す図であって、図1は筒状部材の斜視図、図2は一部を破断した同図の正面図、図3は同じく一部を破断した同図の側面図、図4はアンカー部材の斜視図、図5,6及び7は同図の平面図,正面図及び図6におけるA−A断面図である。また、図8乃至10は連結状態を説明する斜視図、正面図、一部断面側面図である。
【0009】
該実施例に示したバーチカルドレンパイプ用ヘッドは、例えば、後述する図9に示した構造としたバーチカルドレンパイプPの先端に取り付けて、該バイプPに先行して地中に圧入させる先端治具である。そして、この治具は、該パイプPの端部内に挿入連結する筒状部材1と、この筒状部材1の先端側に連結して使用するための側面形状V字形に形成したアンカー部材2とによって構成される。
【0010】
而して、前記筒状部材1は、地中にあっても経時劣化が少なく、環境問題を起こすことのない非塩素系の樹脂であるポリプロピレン樹脂によって全体が一体的に成形された単一体であって、前記バーチカルドレンパイプPの内面に突出した螺旋補強芯材(図9における符号a)と嵌合する螺旋溝13を外周面に形成してある筒状部と、その底12から先端側(図1において下方)に向かって突出する板状の突出体11を備えており、図2にみられるように、その幅方向の中間部に前記アンカー部材2を形成した、後述するフック状係合部31と係合するための係合孔32、ここでは上下方向に長い長穴を備えた構造としたものである。
【0011】
前記アンカー部材2は、その全体を鋼板によって形成したものであって、一枚の鋼板を略V字形、より詳しくは、中間部分に小幅の平坦部分23を残してその両側部分を、図6のようにそれぞれ約60度角上方に向けて折り曲げてアンカー本体22を形成し、該アンカー本体22から、この実施例にあっては、前記平坦部分23の中央部分から上方に向かって突出するように短冊板状の突出体21を溶接して突出させ、この突出体21の上端近く部分に、開口30を横方向に向けて形成した円形穴をもつフック状係合部31を形成してある構造としたものである。
【0012】
このような構造とした両部材1,2を互いに嵌合連結するには、例えば、アンカー部材2を前記開口30が上向きとなるようにし、この開口30に前記筒状部材1の板状の突出体11を差し込み、この状態でアンカー部材2を手放して通常姿勢にすることによって、図8にみられるように、アンカー部材2のフック状係合部31を筒状部材1の突出体11に形成した前記長穴状係合孔32と嵌合させることができる。
【0013】
次に、このようにしたヘッド部材を連結するバーチカルドレンパイプPについて、その概要構造を図9を参照して説明すると、断面形状を上下逆台形状に形成されたポリエチレン製の補強芯材aが一定間隔を隔てて螺旋状に巻回され、地下水濾過膜bがこの隣り合う補強芯材a,a間上に螺旋巻きされて熱融着され、その外周面に不織布cが巻き付けられ、別のポリエチレン製の外周保護帯dが、これらの濾過膜bと不織布cの両側縁部上に螺旋巻きされて補強芯材aの外周面上に熱融着されているパイプPである。
【0014】
該パイプPは、その構造並びに径や補強芯材aのピッチ等については必要に応じて適宜に実施されるものであって一定形のものではないが、参考までにここに示したパイプPの各部の概寸を、最外直径=100mmのパイプについて示すと次の通りである。補強芯材aが形成する最小直径=80mm、濾過膜b部分の直径=95mm、螺旋ピッチ=35mm、補強芯材aの横幅=16mm、外周保護帯dの横幅=14mmである。
【0015】
図11及び12は第2実施例について示したものであって、該実施例は、前記第1実施例において示したフック状係合部31を、筒状部材1の突出体11に形成し、該フック状係合部31と嵌合する係合孔32をアンカー部材2の突出体21に形成してある構造としたものである。その他の点については、前記第1実施例の説明に準ずる。
【0016】
以上本発明の代表的と思われる実施例について説明したが、本発明は必ずしもこれらの実施例構造のみに限定されるものではなく、例えばアンカー部材2を下窄まりの円錐状や角錐状のものとしたり、例えば緑青等の有害物質を発生しない非鉄金属や合成樹脂素材によって形成することができ、本発明にいう前記の構成要件を備え、かつ、本発明にいう目的を達成し、以下にいう効果を有する範囲内において適宜改変して実施することができるものである。
【0017】
【発明の効果】
以上の説明から明らかなように、本発明にいうバーチカルドレンパイプ用ヘッドは、筒状部材とアンカー部材とにそれぞれ突出体を形成し、これらの両突出体に、その一方に横方向に開口を備えたフック状係合部を形成し、他方に該係合部と嵌合する係合孔を形成させることによって、一方に形成した横方向の開口に対して他方の突出体を挿入させ、両突出体の相対角度を変更するという極めて簡易な手段によって両部材の嵌合連結を完了することができるようにしたものであるから、両部材の連結をほぼワンタッチ状に極めて迅速簡単に行うことができるという顕著な効果を有する。
【0018】
また、筒状部材に突出体を形成すること並びにこの突出体にフック状係合部を形成すること若しくは係合孔を形成することは、筒状部材の成形と同時に行うことができるので、筒状部材の成形後に後加工を必要としないという製造上の利点もある。
【図面の簡単な説明】
【図1】第1実施例の筒状部材を示す斜視図。
【図2】同部材の正面図。
【図3】同部材の側面図。
【図4】同アンカー部材の斜視図。
【図5】同部材の平面図。
【図6】同部材の正面図。
【図7】図6のA−A線断面図。
【図8】両部材の連結状態を示す斜視図。
【図9】同正面図。
【図10】同一部切欠き側面図。
【図11】第2実施例を示す要部の一部断面図。
【図12】同実施例の図10相当部分の側面図。
【図13】従来例を示す一部切欠き正面図。
【符号の説明】
1 筒状部材
11 突出体
2 アンカー部材
21 突出体
22 アンカー本体
30 開口
31 フック状係合部
32 係合孔
P バーチカルドレンパイプ
[0001]
BACKGROUND OF THE INVENTION
The present invention is a head that is used in connection with the tip of a water collecting pipe for soil improvement generally called a vertical drain pipe, which is used as an embedded state in which the upper end is pushed vertically into the ground from the ground surface and the upper end is opened to the ground. This relates to the member.
[0002]
[Prior art]
This type of vertical drain pipe uses a steel protective pipe and a water jet device on saturated sandy ground, so-called soft ground, which has been determined to have a high possibility of liquefaction by a special or specific soil improvement contractor. Then, for example, 15 m or 20 m is inserted into the ground from the ground surface, one end thereof is projected to the ground and opened, and a cap for preventing mixing of earth and sand is attached to the opening. As this type of vertical drain pipe currently used, it is generally made of synthetic resin. For example, it is made of synthetic resin on the outer periphery of a strength member spirally wound at a predetermined interval of about 100 mm in diameter. An underground drainage pipe for underground burial (for example, Japanese Patent Laid-Open No. Hei. 7-48825) is known.
[0003]
Therefore, in order to insert a pipe having such a water collection structure into the ground as a vertical drain pipe, it is necessary to close the tip opening of the pipe and protect the tip from being damaged. A means to do is necessary. Therefore, in the current conventional product, as shown in FIG. 13, a cylindrical body 40 having a spiral groove 43 on the outer peripheral surface and a bottom 42 at one end is formed, and a bolt insertion hole 41 is formed at the center of the bottom 42. Bolt insertion holes are also formed in the central part of the horizontal plate 46 which is formed and welded and integrated with another steel plate bridged over the anchor member 45 made of iron plate bent into a V shape in side view. When connecting the two members, the bolts 47 are inserted into the bolt insertion holes from the inside of the cylindrical body 40, and are fastened with nuts from below the horizontal plate 46 to connect the two members. .
[0004]
[Problems to be solved by the invention]
However, the head member of the conventional vertical drain pipe having such a structure requires post-processing in which the bolt insertion hole 41 must be formed in the bottom 42 after the cylindrical body 40 is formed. When connecting 45, there was a problem to be solved that a complicated and troublesome work of tightening the nut in the narrow space below the horizontal plate 46 was forced.
[0005]
The present invention focuses on the above-mentioned problems that the conventional vertical drain pipe head member has, and aims to solve these problems without requiring post-processing such as drilling. The present invention is intended to provide a head member of a vertical drain pipe having a structure in which the members can be connected to each other almost easily in an almost one-touch manner.
[0006]
[Means for Solving the Problems]
The configuration of the present invention for achieving the object will be described using the reference numerals used in the embodiments. A tip jig for attaching to the tip of a vertical drain pipe and press-fitting it into the ground in advance. It consists of a cylindrical member 1 that is inserted and connected into the end of the pipe, and an anchor member 2 that is formed in a side surface shape V shape that is connected to the distal end side of the cylindrical member 1, and the cylindrical member 1 moves toward the distal end side. A projecting plate-like or bar-like projecting body 11 is provided, and the anchor member 2 is provided with a plate-like or bar-like projecting body 21 projecting upward from the anchor main body 22, and both the projecting bodies 11, 21 are laterally arranged. In this configuration, any one of a hook-shaped engaging portion 31 having an opening 30 and an engaging hole 32 fitted to the engaging portion 31 is provided.
[0007]
DETAILED DESCRIPTION OF THE INVENTION
In implementing the vertical drain pipe head having such a configuration, the cylindrical member 1 is provided with a plate-like protrusion 11 having an engagement hole 32, and the anchor member 2 is hooked. The present invention can be implemented as including a plate-like projecting body 21 in which a shape engaging portion 31 is formed. The tubular member 1 is entirely formed of a synthetic resin material, and the anchor member 2 is formed of an iron-based metal such as a steel material for the sake of strength. preferable.
[0008]
【Example】
Embodiments of the present invention will be described below with reference to the drawings. 1 to 7 are views showing a first embodiment of the present invention, in which FIG. 1 is a perspective view of a cylindrical member, FIG. 2 is a front view of the same figure with a part broken away, and FIG. FIG. 4 is a perspective view of the anchor member, and FIGS. 5, 6 and 7 are a plan view, a front view, and a cross-sectional view taken along line AA in FIG. 8 to 10 are a perspective view, a front view, and a partially sectional side view for explaining the connected state.
[0009]
The vertical drain pipe head shown in the embodiment is, for example, a tip jig that is attached to the tip of a vertical drain pipe P having a structure shown in FIG. It is. The jig includes a cylindrical member 1 that is inserted into and connected to the end of the pipe P, and an anchor member 2 that is formed in a side shape V-shape for use by being connected to the distal end side of the cylindrical member 1. Consists of.
[0010]
Thus, the cylindrical member 1 is a single body that is integrally molded with a polypropylene resin that is a non-chlorine resin that hardly deteriorates with time even in the ground and does not cause environmental problems. A cylindrical portion in which a spiral groove 13 is formed on the outer peripheral surface to be fitted with a spiral reinforcing core member (reference symbol a in FIG. 9) protruding from the inner surface of the vertical drain pipe P, and from the bottom 12 to the tip side A hook-like engagement member, which will be described later, is provided with a plate-like protrusion 11 that protrudes downward (downward in FIG. 1), and has the anchor member 2 formed in the intermediate portion in the width direction as seen in FIG. An engagement hole 32 for engaging with the joint portion 31, here, a structure having a long hole that is long in the vertical direction, is used.
[0011]
The anchor member 2 is formed of a steel plate as a whole, and a single steel plate is substantially V-shaped. More specifically, both sides of the anchor member 2 are shown in FIG. In this embodiment, the anchor body 22 is bent upwards by about 60 degrees and is projected upward from the center portion of the flat portion 23 in this embodiment. A structure in which a rectangular plate-like protrusion 21 is protruded by welding, and a hook-like engagement portion 31 having a circular hole formed with the opening 30 facing in the lateral direction is formed near the upper end of the protrusion 21. It is what.
[0012]
In order to fit and connect the two members 1 and 2 having such a structure to each other, for example, the anchor member 2 is arranged so that the opening 30 faces upward, and the plate-like protrusion of the tubular member 1 is inserted into the opening 30. By inserting the body 11 and releasing the anchor member 2 in this state to bring it into a normal posture, the hook-like engaging portion 31 of the anchor member 2 is formed on the protruding body 11 of the tubular member 1 as seen in FIG. The long hole-like engagement hole 32 can be fitted.
[0013]
Next, with respect to the vertical drain pipe P for connecting the head member as described above, the outline structure will be described with reference to FIG. 9. A polyethylene reinforcing core material a having a cross-sectional shape upside down is formed. The groundwater filtration membrane b is spirally wound between the adjacent reinforcing cores a, a and heat-sealed, and the nonwoven fabric c is wound around the outer peripheral surface thereof. The outer peripheral protective band d made of polyethylene is a pipe P that is spirally wound on both side edges of the filtration membrane b and the nonwoven fabric c and heat-sealed on the outer peripheral surface of the reinforcing core material a.
[0014]
The pipe P is appropriately implemented as necessary with respect to its structure, diameter, pitch of the reinforcing core material a, etc., and is not of a fixed shape. The approximate dimensions of each part are as follows for a pipe having an outermost diameter = 100 mm. The minimum diameter formed by the reinforcing core material a = 80 mm, the diameter of the filtration membrane b portion = 95 mm, the helical pitch = 35 mm, the lateral width of the reinforcing core material = 16 mm, and the lateral width of the outer peripheral protective band d = 14 mm.
[0015]
FIGS. 11 and 12 show the second embodiment. In this embodiment, the hook-like engagement portion 31 shown in the first embodiment is formed on the projecting body 11 of the tubular member 1. The engagement hole 32 that fits into the hook-shaped engagement portion 31 is formed in the protruding body 21 of the anchor member 2. About another point, it applies to description of the said 1st Example.
[0016]
Although the embodiments considered to be representative of the present invention have been described above, the present invention is not necessarily limited to the structures of these embodiments. For example, the anchor member 2 has a conical shape or a pyramid shape with a constriction. For example, it can be formed of a non-ferrous metal or a synthetic resin material that does not generate harmful substances such as patina, and has the above-described constituent requirements according to the present invention and achieves the object of the present invention, The present invention can be implemented with appropriate modifications within the range having the effect.
[0017]
【The invention's effect】
As is clear from the above description, the vertical drain pipe head according to the present invention has protrusions formed on the cylindrical member and the anchor member, respectively, and both of these protrusions have an opening in the lateral direction. Forming the hook-shaped engaging portion provided on the other side and forming an engaging hole to be engaged with the engaging portion on the other side, thereby inserting the other protruding body into the lateral opening formed on one side, Since the fitting connection of both members can be completed by a very simple means of changing the relative angle of the projecting body, the two members can be connected very quickly and easily in a one-touch manner. It has the remarkable effect of being able to.
[0018]
In addition, forming the projecting body on the tubular member and forming the hook-shaped engaging portion or the engagement hole on the projecting body can be performed simultaneously with the molding of the tubular member. There is also a manufacturing advantage in that no post-processing is required after forming the shaped member.
[Brief description of the drawings]
FIG. 1 is a perspective view showing a cylindrical member of a first embodiment.
FIG. 2 is a front view of the member.
FIG. 3 is a side view of the member.
FIG. 4 is a perspective view of the anchor member.
FIG. 5 is a plan view of the member.
FIG. 6 is a front view of the member.
7 is a cross-sectional view taken along line AA in FIG.
FIG. 8 is a perspective view showing a connected state of both members.
FIG. 9 is a front view of the same.
FIG. 10 is a side view with the same part cut away.
FIG. 11 is a partial sectional view of an essential part showing a second embodiment.
FIG. 12 is a side view of a portion corresponding to FIG. 10 of the same embodiment.
FIG. 13 is a partially cutaway front view showing a conventional example.
[Explanation of symbols]
DESCRIPTION OF SYMBOLS 1 Cylindrical member 11 Protruding body 2 Anchor member 21 Protruding body 22 Anchor main body 30 Opening 31 Hook-like engaging part 32 Engaging hole P Vertical drain pipe

Claims (3)

バーチカルドレンパイプの先端に取り付けて地中に先行して圧入させる先端治具であって、バーチカルドレンパイプの端部内に挿入連結する筒状部材(1)と、この筒状部材(1)の先端側に連結する側面形状V字形に形成したアンカー部材(2)とからなり、前記筒状部材(1)が先端側に向かって突出する板状若しくは棒状の突出体(11)を備え、前記アンカー部材(2)がアンカー本体(22)から上方に向かって突出する板状若しくは棒状の突出体(21)を備え、これら両突出体(11),(21)が、横方向に開口(30)を備えたフック状係合部(31)と、該係合部(31)と嵌合する係合孔(32)との何れかを備えているバーチカルドレンパイプ用ヘッド。A tip jig that is attached to the tip of the vertical drain pipe and press-fitted into the ground first, and is inserted into and connected to the end of the vertical drain pipe (1), and the tip of the cylindrical member (1) An anchor member (2) formed in a side shape V-shaped connected to the side, and the cylindrical member (1) includes a plate-like or rod-like protrusion (11) protruding toward the tip side, and the anchor The member (2) includes a plate-like or rod-like projection (21) projecting upward from the anchor body (22), and both the projections (11), (21) are laterally open (30) A vertical drain pipe head provided with either a hook-like engagement portion (31) provided with an engagement hole (32) fitted to the engagement portion (31). 筒状部材(1)が係合孔(32)を形成した板状の突出体(11)を備え、アンカー部材(2)がフック状係合部(31)を形成した板状の突出体(21)を備えた構造とされている請求項1に記載のバーチカルドレンパイプ用ヘッド。The cylindrical member (1) is provided with a plate-like protrusion (11) in which an engagement hole (32) is formed, and the anchor member (2) is a plate-like protrusion in which a hook-like engagement portion (31) is formed ( 21. The vertical drain pipe head according to claim 1, wherein the vertical drain pipe has a structure comprising 21). 筒状部材(1)の全体が合成樹脂素材で形成され、アンカー部材(2)の全体が鉄系金属で形成されている請求項1または2の何れかに記載のバーチカルドレンパイプ用ヘッド。The vertical drain pipe head according to claim 1 or 2, wherein the entire tubular member (1) is formed of a synthetic resin material, and the entire anchor member (2) is formed of a ferrous metal.
JP2000274334A 2000-09-11 2000-09-11 Vertical drain pipe head Expired - Lifetime JP4389021B2 (en)

Priority Applications (1)

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JP2000274334A JP4389021B2 (en) 2000-09-11 2000-09-11 Vertical drain pipe head

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Application Number Priority Date Filing Date Title
JP2000274334A JP4389021B2 (en) 2000-09-11 2000-09-11 Vertical drain pipe head

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JP2002081049A JP2002081049A (en) 2002-03-22
JP4389021B2 true JP4389021B2 (en) 2009-12-24

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100749119B1 (en) 2006-09-12 2007-08-13 주식회사 도담이앤씨 Device for settling down paper drain board for improvement the weak ground

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