JP3560704B2 - Positioning device for buried pipe - Google Patents

Positioning device for buried pipe Download PDF

Info

Publication number
JP3560704B2
JP3560704B2 JP25551495A JP25551495A JP3560704B2 JP 3560704 B2 JP3560704 B2 JP 3560704B2 JP 25551495 A JP25551495 A JP 25551495A JP 25551495 A JP25551495 A JP 25551495A JP 3560704 B2 JP3560704 B2 JP 3560704B2
Authority
JP
Japan
Prior art keywords
base member
buried pipe
wedge
pipe
tube
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 - Fee Related
Application number
JP25551495A
Other languages
Japanese (ja)
Other versions
JPH0972460A (en
Inventor
博 北川
Original Assignee
博 北川
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
Application filed by 博 北川 filed Critical 博 北川
Priority to JP25551495A priority Critical patent/JP3560704B2/en
Publication of JPH0972460A publication Critical patent/JPH0972460A/en
Application granted granted Critical
Publication of JP3560704B2 publication Critical patent/JP3560704B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Images

Landscapes

  • Supports For Pipes And Cables (AREA)

Description

【0001】
【産業上の利用分野】
本発明は埋設管体の位置規制具、詳しくは例えば下水排出用として埋設されるコンクリート製ヒューム管や合成樹脂管を、その埋設時における水平および直列配置位置の設定並びに設定位置の保持用として好都合な埋設管体の位置規制具に関するものである。
【0002】
【従来の技術】
従来、下水管や配水管などの大径のヒューム管や合成樹脂管(以下管体という)を埋設施工する場合には、通常掘削した溝の地盤を締め固めしたのち栗石を敷き、併せて管体を支持する数個の枕木やサドルを間隔をおいてかつ各枕木の表面が水平となるように敷設し、次いで埋設管体を枕木の上に吊り下ろし溝内に配設している先の管体に接続する。続いて水準器や水糸等の測定器具を使用し、管体の上下方向の位置決め(水平出し)および管体の水平方向の位置決め(中心出し)の作業を行って管体を設計通りの正しい位置に固定し、しかるのち土砂を投入して溝を埋め管体を土中に埋設するという作業が行われる。
【0003】
かかる埋設作業においては、上記の管体の位置決め作業の水平出しと中心出し(特に直列・直線方向)の一方でも不正確なときは先の管体との接合精度が不良となると同時に水の抵抗や溜水の原因となるため、この管体の位置決め作業と、位置決めした状態に管体を不動状態に固定する作業が管体を埋設する際の最も重要な作業となる。
【0004】
【発明が解決しようとする課題】
ところが上記した水平出しと中心出しの測定のうちの水平出しは、予め溝の底部に各枕木をその表面を水平となして敷設していることから管体の水平方向の位置決めは比較的容易であるが、水平方向の位置決めをしたのち中心出しを行って管体を正常に位置決めしても、その位置を土砂の投入にも拘らず不動状態に確保する手段が難しく、そのため従来、溝の側壁面と管体の側面との間にステーロッドを装架したり、あるいは硬質の木材で作られた楔を管体と枕木との隙間に挿入したりして中心出しした位置を保持するという対策がとられている。
【0005】
しかしながらステーロッドによる管体の固定手段は、作業が煩雑となるばかりでなく高度な技術を必要とし、そのうえ固定作業の終了後の土砂の投入作業もきわめて慎重に行わねばならない。そして楔による固定手段を併用したとしても従来のこの種の楔は斜面と底面が共に平滑であるため、表面に土砂の一部が残存付着している管体と枕木との間に挿入した際、この土砂が楔の斜面と管体の表面に介在することになって楔の位置が不安定となり、ときには土砂の投入時に楔が後退移動して楔機能が果たせなくなる事態が生じる。したがってかかる不安定要素が潜在している従来の管体の位置決め固定手段においては、固定作業の終了後の土砂の投入作業には細心の注意が必要であるが、この土砂の投入作業を慎重に行ったとしても、埋設後の管体の埋設姿勢が正しく保持されているかどうかの不安を解消することができない。また、木製のステーロッドや楔は腐食するため工事現場の状況に応じて最終段階では取り除く必要があった。
【0006】
本発明は位置決めした管体の状態を的確に保持することができ、土砂の投入などの外力を受けても楔部材の後退移動がなく、上記不安要素の解消に役立つ埋設管体の位置規制具、特に合成樹脂製の軽量な埋設管体の位置決めに好都合な埋設管体の位置規制具を提供するものである。
【0007】
【課題を解決するための手段】
本発明は、埋設管体の位置規制具を、枕体の上に表面が山形凹凸を備えたベース部材を敷設してこのベース部材の上に管体を載せ、ベース部材の山形凹凸と噛み合う山形凹凸を底面に備えた楔部材をベース部材の上に係合させて管体を支持することによって上記課題を解決した。即ち本発明の埋設管体の位置規制具は、埋設管体を支持する枕体の上に載置される板状のベース部材と、このベース部材上に対峙した状態で載置されて埋設管体の下部外周面を両側から支持し管体の位置ずれを防止する一対の楔部材とからなり、ベース部材の上面および楔部材の底面部に、埋設管体の軸方向に、それぞれ山部と谷部が相嵌合する山形の突条および溝が設けられており、ベース部材の突条と溝に楔部材の溝と突条を後退不能な状態に相嵌合させるように構成していると共に、上記楔部材の管体下周面の支持斜面部の表面が管体の外周半径に相当する円弧面をなし、この支持斜面部の表面に、管体の軸方向に延び且つ埋設管体の表面に付着した土砂を留めるための多数の山型条溝が形成されていることを特徴とするものである。
【0008】
【実施の形態】
本発明は図2に示しているように、管体20は掘削された溝(図示せず)の底部に敷設された枕体21上に載置されて埋設される管体20の位置を決定し、管体20の設置後の土砂投入時における管体20の位置ずれを防止するために使用されるものであって、本発明の埋設管体の規制具の基本的な実施の形態は、図1および図2に示しているように、埋設管体の規制具を、埋設管体20を支持する枕体21の上に管体20の軸方向と直交する方向に敷設される長方形状のベース部材1と、ベース部材1上に載置されて埋設管体20の両側下周面に当接される楔部材2とから構成するとともに、ベース部材1の上面および楔部材2の底面部2Aの埋設管体20の軸方向に、それぞれ山部と谷部が相嵌合する同ピッチの三角山形の突条3,4および溝5,6を形成し、さらに望ましくは楔部材2の管体20下部外周面の支持斜面部2Bの表面を管体20の外径の1/2に相当する円弧の凹曲面となすとともに、この支持斜面部2Bの表面に、管体20の軸方向に延びる多数の山形条溝7を形成し、図2に示しているように、枕体21の上にベース部材1を敷設し、その上に管体20の下部外周面を両側から支持する位置に楔部材2,2を配置してベース部材1の山部と谷部に楔部材2の谷部と山部を相嵌合させてセットし、両楔部材2,2の上に管体20の下周面を支持させて管体20の位置決めができるようになしている。またベース部材1上面は管体20の軸方向に山部と谷部の凹凸に形成して中心出しが容易にできるようにしている。
【0009】
ベース部材1は図1のようにその上面部全面に一定ピッチの波形の突条3および溝5を形成してもよいが、図3に示しているように、その中間部を平坦面1Aとなしてその両側に一定ピッチの波形の突条3および溝5を形成し、さらに両端部分を平坦面1Bとなしてその平坦面1Bに釘打ち孔8を設け、確定したベース部材1の位置を釘打ち固定できるようにしておくこともベース部材1の好ましい実施の形態である。なお図3、図4の場合中心出し作業がされ易いように中央に中心線Oを設けておくとよい。
【0010】
また楔部材2の下面に図1のように一定ピッチの波形の突条4および溝6が連続して形成されている場合には、ベース部材1の波形の突条3および溝5は必ずしも連続して形成しなくてもよく、例えば図4に示しているように、数個の突条3および溝5の間に複数の突条3を除去した状態のいくつかの平坦部1Cを設けても、また逆に図示を省略しているが楔部材2側の一部の突条4および溝6を除去しても本発明を満足することができる。
【0011】
楔部材2の支持斜面部2Bの表面は、埋設管体20の外周面に沿うように実質的に管体外径の1/2円弧の凹曲面であることが望ましい。そして支持斜面部2Bの表面に、図1に示しているように管体20の軸方向に延びる多数の山形条溝7を形成しておけば、管体20の表面に細かい土砂が付着していてもその土砂を条溝7内に留めることができ、支持斜面部1Bの表面と管体20間に土砂が挟まって管体20の支持形態が不安定となる現象をなくして管体20を的確に支持することができる。また楔部材2の支持斜面部2Bを管体外径の1/2円弧の凹曲面になした場合には、楔部材2の成形時に楔部材2の後壁部2Cの表面側に、適用管体の外径を表示する数字、例えば、200、300、400などを凹または凸の数字を同時成形しておけば、埋設管体20の外径に適合する円弧状の支持斜面部2Bの楔部材2が識別できて好都合となる。
【0012】
上記ベース部材1の表面部と楔部材2の底面部2Aに形成される山形の突条3,4のピッチや突条の高さ(溝の深さ)は特に限定を要するものではないが、ピッチが2〜5mm程度、溝の深さは2〜6mm程度が実用的であり、また上記ベース部材1および楔部材2の底面部2Aに形成される山形の突条3,4および溝5,6の形状は、単純な二等辺三角形状でもよいが、図5に示しているように、ベース部材1上において楔部材2の後退移動が不能となる鋸歯形状になすことが好ましい実施の形態である。
【0013】
また楔部材2の形状は、ベース部材1の波形の突条3および溝5に嵌合する溝6および突条4を備えた底面部2Aと埋設管体20の支持斜面部2Bとを有していれば特に限定を要するものではなく、例えば図6に示しているように、底面部2Aと支持斜面部2Bの先端部分をカットして前端面2Dを備えたほぼ椅子形状であってもよい。このように先端部分をカットして前端面2Dを備えたほぼ椅子形状の楔部材2においては、枕体21と管体20とのデルター隙間の奥に土砂が存在していてもその土砂に関係なく楔部材2を的確な位置にセットできる利点が得られる。
【0014】
上記本発明の埋設管体の規制具は、耐腐食性に優れたプラスチックを金型成形して製造することがが好ましく、殊に省資源の観点から廃棄プラスチックの再生材料を使用することが一層望ましい。そして楔部材2の成形に際しては、底面部2A、支持斜面部2B、後壁部2Cおよび頂面部2Eの内側に空洞部9を形成しておけば、成形後における各部の冷却時間の差が縮小され、製品、即ち楔部材2に歪みが生じるのを防止する作用を奏するとともに材料費の節約に役立つ。
【0015】
【実施例】
図1は本発明の実施例を示しているものであって、ベース部材1は塩化ビニール樹脂を用いて形成され、長さが360mm、横幅が60mm、見掛けの厚さが5mmの長方形の板状をなし、表面の幅方向には、5mmのピッチでもって高さ(溝の深さ)が2.5mmの二等辺三角形状の突条3および溝5からなる山形凹凸が形成されている。
【0016】
一対の楔部材2,2は廃棄プラスチックの再生材料を使用して形成され、長さが120mm、幅が58mm、後壁部2Cの高さが60mm、上面に円弧半径が150mmの凹曲面をなした有効長さが100mmの支持斜面部2Bを備え、底面部2A、支持斜面部2B、後壁部2Cおよび頂面部2Eの内側に、底面部2Aの後方から支持斜面部2Bの中間位置に向かって斜めに延びる補強壁10を備えた空洞部9が形成された側面形状がほぼ靴形の形態をなし、底面部2Aの幅方向には、上記ベース部材1の山形凹凸と同形でありそれぞれの山部と谷部が相嵌合する山形の突条4と溝6が幅方向に設けられ、支持斜面部2Bの表面には、ピッチが2.5mm、深さが1mmの三角形の山形条溝7が設けられていて、外径が300mmの埋設管体20に適用されるように構成されている。
【0017】
図2は上記したベース部材1および楔部材2,2を使用状態を示している。即ち、堀削施工された溝(図示せず)底部に間隔をおいて複数の枕体21をその上面がそれぞれ水平となるように敷設して栗石や砕石でもって不動状態に固定し、次いで各枕体21の上にベース部材を載置してそのベース部材1の両側に楔部材2,2を配し、続いて外径が300mmの塩化ビニール製の下水用管体20を楔部材2,2間に載置したのち両楔部材2,2の支持斜面部2Bの表面が管体20の下周面に沿って当接位置するように両楔部材2,2の位置決めをしてベース部材1の突条4と溝6に楔部材2の溝6と突条4を相嵌合させてセットし、図2のように両楔部材2,2の上に管体20の下周面を支持させる。しかるのち枕体21上においてベース部材1を移動調整して管体20の中心出しを行い、管体20を正しく位置決めし、土砂を投入して管体20を埋設した。その後、投入土砂の一部を取り除き埋設管体20の位置変動の有無を確認したところ、管体20の位置には全く異常が認められなかった。
【0018】
なお、本発明の実施例における埋設管体の位置規制具は、埋設管体20を支持する枕体21の上に載置されるベース部材1と、ベース部材1上に載置されて埋設管体20の両側下周面に当接される楔部材2,2とからなり、ベース部材1の上面および楔部材2の底面部2Aの埋設管体20の軸方向に、それぞれ山部と谷部が相嵌合する山形の突条3,4,および溝5,6が設けられ、さらに楔部材2の管体下周面の支持斜面部2Bの表面が埋設管体20の外周半径に相当する円弧の凹曲面をなしてるから、ベース部材1の上に配する楔部材2,2の管体20の正常な支持位置は、計算上あるいは実験的に予め知ることができ、したがって枕体21上に載置したベース部材1の上に予め楔部材2,2を管体20の正常な支持位置に配設したのち埋設管体20を吊り降ろせば、あとはベース部材1の位置を調整するだけで管体20の中心出しができ、埋設管体20の位置決め作業能率をさらに向上させることができる。
【0019】
【発明の効果】
このように本発明における埋設管体の位置規制具は、埋設管体20を支持する枕体21の上に載置されるベース部材1と、ベース部材1上に載置されて埋設管体20の両側下周面に当接される楔部材2,2とからなり、ベース部材1の上面および楔部材2の底面部2Aの埋設管体20の軸方向に、それぞれ山部と谷部が相嵌合する山形の突条3,4および溝5,6が設けられてなるものであるから、埋設管体20の位置を規制する楔部材2をベース部材1の上に後退不能な状態にセットして管体22の正常位置を確実に保持することができ、埋設管体20の位置決め後の特に比較的軽量で不安定な合成樹脂製の埋設管体20であっても土砂の投入による埋設管体20の移動不安を解消することができる。したがって軽量な合成樹脂製の埋設管体用として特に優れた効果を発揮することができる。またベース部材1上面には埋設管体20の直交方向に山部と谷部の凹凸が形成されているので仮に左右に片寄って載置している場合にも中心出しが容易である。
【0020】
さらに上記楔部材2の管体下周面の支持斜面部2Bの表面が管体20の外周半径に相当する円弧凹曲面をなし、この支持斜面部2Bの表面に、管体20の軸方向に延びる多数の山形条溝7が形成されている形態においては、上記しているようにベース部材1の上に配する楔部材2,2の管体20の正常な支持位置を計算上あるいは実験的に予め知ることができるから埋設管体の位置決め作業が容易となり、また管体20の表面に少量の細かい土砂が付着していてもその土砂を条溝8内に留めることができ、支持斜面部2Bの表面と管体20間に土砂が挟まって管体20の支持形態が不安定となる現象をなくして管体20を的確に支持することができるという効果が得られる。
【0021】
そのうえ本発明の埋設管体の位置規制具は、構造が簡単なことから廃棄プラスチック材料でも形成でき、省資源リサイクルに寄与できるばかりでなく埋設後の腐食変形もなく、埋設管体20の正常な位置を長期間に亘り確保することができる。
【図面の簡単な説明】
【図1】本発明の埋設管体の位置規制具の斜視図である。
【図2】図1に示した位置規制具の使用状態を示した正面図である。
【図3】本発明の位置規制具のベース部材の他の実施形態を示した斜視図である。
【図4】本発明の位置規制具のベース部材のさらに他の実施形態を示した斜視図である。
【図5】本発明の埋設管体の位置規制具の他の実施形態を示した側面図である。
【図6】本発明の埋設管体の位置規制具のさらに他の実施形態を示した側面図である。
【符号の説明】
1.ベース部材
2.楔部材
2A.楔部材の底面部
2B.楔部材の支持斜面部
3.ベース部材の突条
4.ベース部材の溝
5.楔部材の突条
6.楔部材の溝
7.支持斜面部の山形条溝
20.埋設管体
21.枕体
[0001]
[Industrial applications]
INDUSTRIAL APPLICABILITY The present invention is advantageous in that a position regulating device for a buried pipe, specifically, for example, a concrete fume pipe or a synthetic resin pipe buried for draining sewage is used for setting horizontal and serial arrangement positions and holding the set position at the time of burial. The present invention relates to a position control tool for a buried pipe.
[0002]
[Prior art]
Conventionally, when burying large-diameter fume pipes or synthetic resin pipes (hereinafter referred to as pipes) such as sewer pipes and water distribution pipes, the ground of the excavated trench is usually compacted, and then the rubble stone is laid and the pipes are laid. Several sleepers or saddles that support the body are laid at intervals and with the surface of each sleeper horizontal, and then the buried pipe is suspended over the sleepers and placed in the ditch. Connect to the tube. Then, using a measuring instrument such as a spirit level or a water thread, perform the work of positioning the pipe vertically (leveling out) and positioning the pipe horizontally (centering), and correct the pipe as designed. The work is then fixed to the position, and then the earth and sand are charged to fill the trench and the pipe is buried in the soil.
[0003]
In such an embedding operation, when one of the horizontal positioning and the centering (especially in the serial and linear directions) of the pipe positioning operation described above is inaccurate, the joining accuracy with the previous pipe becomes poor and the water resistance is lowered. Therefore, the work of positioning the pipe and the work of fixing the pipe in the immovable state in the positioned state are the most important works when embedding the pipe.
[0004]
[Problems to be solved by the invention]
However, the horizontal positioning of the horizontal positioning and centering measurement described above is relatively easy to position the pipe body in the horizontal direction because each sleeper is laid in advance at the bottom of the groove with the surface thereof being horizontal. However, even if the pipe is properly positioned by centering after horizontal positioning, it is difficult to secure the position in an immovable state despite the introduction of earth and sand. Countermeasures such as mounting a stay rod between the wall surface and the side of the pipe, or inserting a wedge made of hard wood into the gap between the pipe and the sleeper to maintain the centered position Has been taken.
[0005]
However, the means for fixing the tubular body by the stay rod not only complicates the work but also requires a high level of technology, and furthermore, the work of charging the earth and sand after the completion of the fixing work must be performed very carefully. Even if the wedge fixing means is used in combination, the conventional wedge of this type has both a slope and a bottom surface which are smooth. However, since the earth and sand intervene on the slope of the wedge and the surface of the pipe body, the position of the wedge becomes unstable, and sometimes the wedge moves backward when the earth and sand is charged, and the wedge function cannot be performed. Therefore, in the conventional pipe positioning and fixing means in which such unstable elements are latent, it is necessary to pay close attention to the work of charging the earth and sand after the fixing work is completed. Even if it is performed, it is not possible to eliminate anxiety about whether or not the burying posture of the pipe body after burying is correctly maintained. Also, wooden stay rods and wedges are corroded and must be removed at the final stage according to the conditions at the construction site.
[0006]
The present invention can accurately maintain the state of the positioned tubular body, does not retract the wedge member even when subjected to an external force such as the injection of earth and sand, and a position restricting tool for a buried tubular body that is useful for eliminating the above-mentioned uneasy element. In particular, it is an object of the present invention to provide a buried pipe position regulating tool which is convenient for positioning a lightweight buried pipe body made of synthetic resin.
[0007]
[Means for Solving the Problems]
The present invention provides a position control device for a buried pipe, a base member having a surface provided with ridges and valleys on a pillow, and placing the tube on the base member, and a ridge that meshes with the ridges and valleys of the base member. The object has been solved by engaging a wedge member provided with irregularities on the bottom surface on the base member to support the tubular body. That position restricting mechanism of the buried pipe of the present invention, a plate-shaped base member is placed on the pillow for supporting the buried pipe body buried pipe is placed in a state of being opposed to the base member on the It consists of a pair of wedge members that support the lower outer peripheral surface of the body from both sides to prevent displacement of the tube , and on the top surface of the base member and the bottom portion of the wedge member, in the axial direction of the buried tube, A ridge and a groove are provided so that the valleys fit together. The groove and the ridge of the wedge member are fitted to the ridge and groove of the base member in a state in which the groove cannot be retracted. In addition, the surface of the support slope portion on the lower peripheral surface of the tube of the wedge member forms an arc surface corresponding to the outer radius of the tube, and the surface of the support slope portion extends in the axial direction of the tube and is a buried tube. A large number of mountain-shaped grooves for retaining earth and sand adhered to the surface of the steel are formed.
[0008]
Embodiment
In the present invention, as shown in FIG. 2, the pipe 20 determines the position of the pipe 20 which is placed and buried on the pillow 21 laid on the bottom of the excavated groove (not shown). And it is used to prevent the displacement of the pipe 20 at the time of sediment injection after the installation of the pipe 20, and a basic embodiment of the buried pipe restrictor of the present invention is as follows. As shown in FIGS. 1 and 2, a regulating device for a buried pipe is provided on a pillow 21 supporting the buried pipe 20 in a rectangular shape laid in a direction orthogonal to the axial direction of the pipe 20. It comprises a base member 1 and a wedge member 2 placed on the base member 1 and abutting on the lower peripheral surfaces on both sides of the buried pipe 20, and the upper surface of the base member 1 and the bottom surface 2A of the wedge member 2 In the axial direction of the buried pipe body 20, triangular mountain-shaped ridges 3, 4 and 4 of the same pitch where the peaks and valleys are fitted to each other And the grooves 5 and 6 are formed, and more desirably, the surface of the support slope 2B on the outer peripheral surface of the lower part of the tube 20 of the wedge member 2 is formed into a concave curved surface of an arc corresponding to 1/2 of the outer diameter of the tube 20. On the surface of the support slope portion 2B, a number of chevron grooves 7 extending in the axial direction of the tube 20 are formed, and the base member 1 is laid on the pillow 21 as shown in FIG. The wedge members 2 and 2 are disposed thereon at positions supporting the lower outer peripheral surface of the tubular body 20 from both sides, and the valleys and ridges of the wedge member 2 are fitted to the ridges and valleys of the base member 1. The lower peripheral surface of the tubular body 20 is supported on the two wedge members 2 so that the tubular body 20 can be positioned. In addition, the upper surface of the base member 1 is formed with irregularities of peaks and valleys in the axial direction of the tube 20 so that centering can be easily performed.
[0009]
The base member 1 may be formed with ridges 3 and grooves 5 having a waveform of a constant pitch over the entire upper surface of the base member 1 as shown in FIG. 1, but as shown in FIG. The ridges 3 and the grooves 5 having a constant pitch are formed on both sides of the base member 1. Further, both ends are formed as flat surfaces 1B, and the flat surface 1B is provided with nail holes 8, so that the determined position of the base member 1 is determined. It is also a preferred embodiment of the base member 1 that it can be fixed by nailing. In the case of FIGS. 3 and 4, a center line O may be provided at the center so that the centering operation can be easily performed.
[0010]
When the ridges 4 and the grooves 6 having a constant pitch are continuously formed on the lower surface of the wedge member 2 as shown in FIG. 1, the ridges 3 and the grooves 5 having the waveform of the base member 1 are not necessarily continuous. For example, as shown in FIG. 4, some flat portions 1 </ b> C with a plurality of protrusions 3 removed are provided between several protrusions 3 and grooves 5 as shown in FIG. 4. Also, although not shown in the drawing, the present invention can be satisfied even if some of the ridges 4 and the grooves 6 on the wedge member 2 side are removed.
[0011]
It is desirable that the surface of the support slope portion 2B of the wedge member 2 be a concave curved surface having substantially a half arc of the outer diameter of the tube along the outer peripheral surface of the buried tube 20. If a large number of chevron grooves 7 extending in the axial direction of the tubular body 20 are formed on the surface of the support slope 2B as shown in FIG. 1, fine earth and sand adhere to the surface of the tubular body 20. However, the sediment can be retained in the groove 7, and the phenomenon that the sand 20 is caught between the surface of the support slope 1 </ b> B and the tube 20 and the support form of the tube 20 becomes unstable can be eliminated, and the tube 20 can be removed. It can be properly supported. When the support slope 2B of the wedge member 2 is formed into a concave curved surface having a half arc of the outer diameter of the tube, the applicable tube is formed on the front side of the rear wall 2C of the wedge member 2 when the wedge member 2 is formed. If concave and convex numbers are simultaneously formed on the numerals indicating the outer diameter of the slab, for example, 200, 300, 400, etc., the wedge member of the arc-shaped support slope portion 2B adapted to the outer diameter of the buried pipe 20 2 can be conveniently identified.
[0012]
The pitch of the ridges 3 and 4 formed on the surface portion of the base member 1 and the bottom portion 2A of the wedge member 2 and the height (groove depth) of the ridges are not particularly limited. It is practical that the pitch is about 2 to 5 mm and the depth of the groove is about 2 to 6 mm. Also, the ridges 3 and 4 and the grooves 5 formed on the bottom surface 2A of the base member 1 and the wedge member 2 are formed. The shape of 6 may be a simple isosceles triangular shape, but as shown in FIG. 5, it is a preferred embodiment to form a sawtooth shape on the base member 1 so that the wedge member 2 cannot be moved backward. is there.
[0013]
The wedge member 2 has a bottom surface 2A having a groove 6 and a protrusion 4 fitted into the corrugated protrusion 3 and groove 5 of the base member 1, and a support slope 2B of the buried pipe 20. There is no particular limitation as long as it is provided. For example, as shown in FIG. 6, a substantially chair shape having a front end face 2 </ b> D by cutting the end portions of the bottom face 2 </ b> A and the support slope 2 </ b> B may be used. . As described above, in the substantially chair-shaped wedge member 2 having the front end face 2D with the front end portion cut, even if the earth and sand exist inside the delta gap between the pillow body 21 and the pipe body 20, the wedge member 2 is related to the earth and sand. There is an advantage that the wedge member 2 can be set at an appropriate position without any need.
[0014]
It is preferable that the control tool for a buried pipe of the present invention is manufactured by molding a plastic having excellent corrosion resistance by molding, and it is more preferable to use a recycled material of waste plastic from the viewpoint of resource saving. desirable. When the wedge member 2 is formed, if the cavity 9 is formed inside the bottom surface 2A, the support slope 2B, the rear wall 2C, and the top surface 2E, the difference in cooling time of each part after the molding is reduced. This serves to prevent the product, that is, the wedge member 2 from being distorted, and to save material costs.
[0015]
【Example】
FIG. 1 shows an embodiment of the present invention, in which a base member 1 is formed of a vinyl chloride resin, and is a rectangular plate having a length of 360 mm, a width of 60 mm, and an apparent thickness of 5 mm. In the width direction of the surface, mountain-shaped irregularities formed of isosceles triangular ridges 3 and grooves 5 having a height (depth of grooves) of 2.5 mm at a pitch of 5 mm are formed.
[0016]
The pair of wedge members 2 and 2 are formed by using a recycled material of waste plastic, and have a concave curved surface having a length of 120 mm, a width of 58 mm, a height of the rear wall 2C of 60 mm, and an arc radius of 150 mm on the upper surface. The supporting slope 2B having an effective length of 100 mm is provided. Inside the bottom 2A, the supporting slope 2B, the rear wall 2C, and the top surface 2E, from the rear of the bottom 2A toward the intermediate position of the supporting slope 2B. The side surface in which the hollow portion 9 having the reinforcing wall 10 extending obliquely is formed has a substantially shoe-like shape, and the width direction of the bottom portion 2A has the same shape as the chevron-shaped unevenness of the base member 1. A ridge 4 and a groove 6 are provided in the width direction where the ridge and the valley interlock with each other, and a triangular groove having a pitch of 2.5 mm and a depth of 1 mm is formed on the surface of the support slope 2B. 7 buried pipe having an outer diameter of 300 mm It is configured to be applied to zero.
[0017]
FIG. 2 shows a state in which the base member 1 and the wedge members 2 are used. That is, a plurality of pillows 21 are laid at intervals at the bottom of a groove (not shown) formed by excavation so that the upper surfaces thereof are respectively horizontal, and fixed in an immovable state with chestnut or crushed stone. The base member is placed on the pillow 21 and the wedge members 2 and 2 are arranged on both sides of the base member 1. Subsequently, the drainage pipe 20 made of vinyl chloride having an outer diameter of 300 mm is attached to the wedge member 2. After being placed between the two wedge members 2, 2, the wedge members 2, 2 are positioned so that the surfaces of the supporting slopes 2B of the wedge members 2, 2 are in contact with the lower peripheral surface of the tube 20, and the base member is positioned. 1, the groove 6 and the ridge 4 of the wedge member 2 are fitted and set in the ridge 4 and the groove 6, and as shown in FIG. Let them support you. Thereafter, the base member 1 was moved and adjusted on the pillow 21 to center the tube 20, the tube 20 was correctly positioned, and earth and sand were charged to bury the tube 20. Thereafter, a part of the injected sediment was removed to check whether the position of the buried pipe 20 fluctuated. As a result, no abnormality was found in the position of the pipe 20.
[0018]
In the embodiment of the present invention, the buried pipe position restricting device includes a base member 1 mounted on a pillow 21 that supports the buried pipe body 20 and a buried pipe mounted on the base member 1. The wedge members 2 and 2 are in contact with the lower peripheral surfaces on both sides of the body 20, and the crests and the valleys are formed in the axial direction of the buried pipe 20 on the upper surface of the base member 1 and the bottom surface 2A of the wedge member 2, respectively. Are provided, and the surface of the support slope portion 2B on the lower peripheral surface of the tube of the wedge member 2 corresponds to the outer radius of the buried tube 20. Because of the concave curved surface of the circular arc, the normal support position of the tubular body 20 of the wedge members 2, 2 disposed on the base member 1 can be known in advance by calculation or experiment, and therefore, on the pillow 21, After the wedge members 2 and 2 are previously disposed on the base member 1 placed on the If Orose hanging 設管 body 20 can be followed only for adjusting the position of the base member 1 in can centering of the tube 20, further improves the positioning operation efficiency of the buried tube 20.
[0019]
【The invention's effect】
As described above, the position restricting tool of the embedded pipe body according to the present invention includes the base member 1 mounted on the pillow 21 supporting the embedded pipe body 20 and the embedded pipe body 20 mounted on the base member 1. Crests and valleys are formed in the axial direction of the buried pipe 20 of the upper surface of the base member 1 and the bottom surface 2A of the wedge member 2, respectively. Since the ridges 3 and 4 and the grooves 5 and 6 to be fitted are provided, the wedge member 2 that regulates the position of the buried pipe 20 is set on the base member 1 so as not to be retracted. In this way, the normal position of the pipe body 22 can be reliably held, and even the buried pipe body 20 made of synthetic resin, which is relatively light and unstable after positioning of the buried pipe body 20, can be buried by the injection of earth and sand. Anxiety of movement of the tube 20 can be eliminated. Therefore, particularly excellent effects can be exhibited for a lightweight synthetic resin buried pipe. In addition, since irregularities of peaks and valleys are formed on the upper surface of the base member 1 in a direction orthogonal to the buried pipe 20, centering can be easily performed even if the substrate is placed on one side.
[0020]
Further, the surface of the support slope 2B on the lower peripheral surface of the tubular body of the wedge member 2 forms an arc-shaped concave surface corresponding to the outer radius of the tubular body 20, and the surface of the support slope 2B is formed in the axial direction of the tubular body 20. In the form in which a large number of the extending chevron grooves 7 are formed, the normal support position of the tube 20 of the wedge members 2 disposed on the base member 1 is calculated or experimentally determined as described above. Can easily determine the position of the buried pipe, and even if a small amount of fine earth and sand adheres to the surface of the pipe 20, the earth and sand can be retained in the groove 8 and the supporting slope portion The effect that the tube 20 can be properly supported can be obtained without the phenomenon that the supporting form of the tube 20 becomes unstable due to the earth and sand being sandwiched between the surface of the tube 2B and the tube 20.
[0021]
In addition, the position control device of the buried pipe body of the present invention can be formed of a waste plastic material because of its simple structure, not only can contribute to resource saving and recycling, but also has no corrosion deformation after burying, and the normal state of the buried pipe body 20 can be improved. The position can be secured over a long period of time.
[Brief description of the drawings]
FIG. 1 is a perspective view of a position restricting device for a buried pipe of the present invention.
FIG. 2 is a front view showing a use state of the position restricting tool shown in FIG.
FIG. 3 is a perspective view showing another embodiment of the base member of the position regulating tool of the present invention.
FIG. 4 is a perspective view showing still another embodiment of the base member of the position regulating tool of the present invention.
FIG. 5 is a side view showing another embodiment of the buried pipe position control device of the present invention.
FIG. 6 is a side view showing still another embodiment of the position restricting device for a buried pipe according to the present invention.
[Explanation of symbols]
1. 1. base member Wedge member 2A. The bottom portion 2B of the wedge member. 2. Support slope of wedge member 3. ridge of base member 4. groove of base member 5. ridge of wedge member 6. wedge member groove 20. Angled groove on supporting slope Buried pipe 21. Pillow

Claims (1)

埋設管体を支持する枕体の上に載置される板状のベース部材と、このベース部材上に対峙した状態で載置されて埋設管体の下部外周面を両側から支持し管体の位置ずれを防止する一対の楔部材とからなり、ベース部材の上面および楔部材の底面部に、埋設管体の軸方向に、それぞれ山部と谷部が相嵌合する山形の突条および溝が設けられており、ベース部材の突条と溝に楔部材の溝と突条を後退不能な状態に相嵌合させるように構成していると共に、上記楔部材の管体下周面の支持斜面部の表面が管体の外周半径に相当する円弧面をなし、この支持斜面部の表面に、管体の軸方向に延び且つ埋設管体の表面に付着した土砂を留めるための多数の山型条溝が形成されていることを特徴とする埋設管体の位置規制具。A plate-shaped base member is placed on the pillow for supporting the buried pipe body, the lower outer peripheral surface of the mounting has been embedded tube is supported from both sides of the tube in a state of facing the base member on the consists of a pair of wedge members to prevent displacement, the bottom portion of the upper surface and the wedge member of the base member, in the axial direction of the buried pipe body, chevron ridges and valleys, each of which phase-fitting ridge and groove Are provided so that the groove and the ridge of the wedge member are engaged with the ridge and the groove of the base member in a state in which the wedge member cannot be retracted, and the lower peripheral surface of the tubular body of the wedge member is supported. The surface of the slope portion forms an arc surface corresponding to the outer radius of the tubular body, and a number of mountains extending on the surface of the support slope portion in the axial direction of the tubular body for retaining earth and sand adhered to the surface of the buried pipe body. A position regulating tool for a buried pipe, wherein a mold groove is formed.
JP25551495A 1995-09-06 1995-09-06 Positioning device for buried pipe Expired - Fee Related JP3560704B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP25551495A JP3560704B2 (en) 1995-09-06 1995-09-06 Positioning device for buried pipe

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP25551495A JP3560704B2 (en) 1995-09-06 1995-09-06 Positioning device for buried pipe

Publications (2)

Publication Number Publication Date
JPH0972460A JPH0972460A (en) 1997-03-18
JP3560704B2 true JP3560704B2 (en) 2004-09-02

Family

ID=17279816

Family Applications (1)

Application Number Title Priority Date Filing Date
JP25551495A Expired - Fee Related JP3560704B2 (en) 1995-09-06 1995-09-06 Positioning device for buried pipe

Country Status (1)

Country Link
JP (1) JP3560704B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR102246374B1 (en) * 2020-12-21 2021-04-29 전재환 Material transfer system using piping

Families Citing this family (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100332085B1 (en) * 1999-08-31 2002-04-17 나남열 method for laying of pipe and structure for layind the same
JP2002130532A (en) * 2000-10-26 2002-05-09 Torii Kasei Kk Burying method of flexible pipe
NO334645B1 (en) * 2012-02-17 2014-05-05 Smed T Kristiansen As Device by tube support
JP2016153655A (en) * 2013-06-24 2016-08-25 株式会社岡田建工 Pipe retainer
JP2017020518A (en) * 2015-07-07 2017-01-26 有限会社トップエンジニアリング Pipe installation position induction device and pipe installation method
CN107218438A (en) * 2017-07-12 2017-09-29 中国人民解放军63926部队 A kind of ship shape pipeline section traction protection frock and its construction method

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR102246374B1 (en) * 2020-12-21 2021-04-29 전재환 Material transfer system using piping

Also Published As

Publication number Publication date
JPH0972460A (en) 1997-03-18

Similar Documents

Publication Publication Date Title
KR100975824B1 (en) Retaining wall plate
JP3560704B2 (en) Positioning device for buried pipe
US20060112653A1 (en) Drainage apparatus and methods for installing
JPH06116942A (en) Construction method of critical sheathing wall
JPH0768705B2 (en) Soil retaining method and its retaining pile
JP2008248655A (en) Support tool for constructing honeycomb structure
JP4823082B2 (en) Rehabilitation panel, rehabilitation method using the same, and rehabilitated structure
JP2003113960A (en) Buried pipe supporting apparatus
JPH08291880A (en) Position regulating apparatus for buried pipe body
JPH0828755A (en) Position regulation device for buried pipe body
JP2832150B2 (en) Laying structure of sheet member on slope
KR100680247B1 (en) Device for adjusting the height of underground pipe and preventing it from inequablly sinking
JPH0619124B2 (en) Steel pipe pile column construction method
JP4325225B2 (en) Projection amount calculation method for shunt structure in fluidization countermeasure method
JP7483235B2 (en) Road widening deck and road widening structure
JPH06240769A (en) Structure of induced joint portion of concrete slab
JP3094875B2 (en) Concrete subsidence prevention plate and its manufacturing method
JPH0532634Y2 (en)
JP4146561B2 (en) Construction method of shaft
JPH04258425A (en) Laying down method of pipe
JP2981815B2 (en) Construction method of concrete block
JPH0336573Y2 (en)
JP2509553Y2 (en) Shore structure
JPH0742223A (en) Correction method of position of pipe line tool thereof
JP3015645U (en) Concrete block for earth retaining

Legal Events

Date Code Title Description
A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20040120

A521 Written amendment

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20040322

TRDD Decision of grant or rejection written
A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 20040427

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20040526

R150 Certificate of patent (=grant) or registration of utility model

Free format text: JAPANESE INTERMEDIATE CODE: R150

FPAY Renewal fee payment (prs date is renewal date of database)

Free format text: PAYMENT UNTIL: 20080604

Year of fee payment: 4

FPAY Renewal fee payment (prs date is renewal date of database)

Free format text: PAYMENT UNTIL: 20090604

Year of fee payment: 5

FPAY Renewal fee payment (prs date is renewal date of database)

Free format text: PAYMENT UNTIL: 20100604

Year of fee payment: 6

FPAY Renewal fee payment (prs date is renewal date of database)

Free format text: PAYMENT UNTIL: 20110604

Year of fee payment: 7

FPAY Renewal fee payment (prs date is renewal date of database)

Free format text: PAYMENT UNTIL: 20120604

Year of fee payment: 8

FPAY Renewal fee payment (prs date is renewal date of database)

Free format text: PAYMENT UNTIL: 20130604

Year of fee payment: 9

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

LAPS Cancellation because of no payment of annual fees