JPH0125832Y2 - - Google Patents

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Publication number
JPH0125832Y2
JPH0125832Y2 JP1981165468U JP16546881U JPH0125832Y2 JP H0125832 Y2 JPH0125832 Y2 JP H0125832Y2 JP 1981165468 U JP1981165468 U JP 1981165468U JP 16546881 U JP16546881 U JP 16546881U JP H0125832 Y2 JPH0125832 Y2 JP H0125832Y2
Authority
JP
Japan
Prior art keywords
support
tube
oval
pipes
base
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
Application number
JP1981165468U
Other languages
Japanese (ja)
Other versions
JPS5870576U (en
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 JP16546881U priority Critical patent/JPS5870576U/en
Publication of JPS5870576U publication Critical patent/JPS5870576U/en
Application granted granted Critical
Publication of JPH0125832Y2 publication Critical patent/JPH0125832Y2/ja
Granted legal-status Critical Current

Links

Description

【考案の詳細な説明】 この考案は管支承体に関し、特に排水管などと
して用いられ、断面卵形をなす卵形管など、各種
配管の埋設施工時に用いる支承体として、上記卵
形管等を安定良く敷設でき作業性の良いものを提
供しようとしている。
[Detailed description of the invention] This invention relates to pipe supports, and is particularly applicable to drainage pipes, etc., and the above-mentioned oval pipes are used as supports used when burying various types of pipes, such as oval pipes with an oval cross section. We are trying to provide products that can be laid stably and have good workability.

従来より、下水配管等地下に埋設して使用する
排水管あるいは上水管などの各種配管として、断
面形状が下部を細く形成した卵形をなす、いわゆ
る卵形管が使用されており、円形管に比べて排水
性能が非常に優れていると共に強度的にも優れた
ものとして、広く使用され出している。
Conventionally, so-called egg-shaped pipes, which have an oval cross-sectional shape with a narrower bottom, have been used as drainage pipes buried underground, water pipes, and other types of pipes. It has begun to be widely used as it has extremely superior drainage performance and strength.

ところが、上記卵形管の場合、特に埋設施工時
に管の上下方向の芯出しを正確にしなければ、管
の接続が行ない難いだけでなく、傾いたまま埋設
すると使用時、卵形管特有の優れた排水性能を充
分発揮できず、また強度的にも弱くなる欠点があ
つた。そこで埋設施工時、水糸などで正確に芯出
しした後木杭や番線で仮固定したり、埋戻しの際
に埋戻し砂で部分的に仮固定した後、全体の埋戻
しを行なうなど、従来の円形管に比べ埋設施工に
非常に技術と手間を要することが問題となつてい
た。
However, in the case of the above-mentioned egg-shaped tubes, it is not only difficult to connect the tubes unless the vertical centering of the tubes is accurate especially when burying the tubes, but if the tubes are buried at an angle, the unique advantages of the egg-shaped tubes will occur during use. However, it also had the disadvantage of not being able to fully demonstrate its drainage performance, and of being weak in strength. Therefore, during burial construction, after accurately centering with water string, etc., temporarily fix it with wooden stakes or wire, or when backfilling, temporarily fix it partially with backfill sand, and then backfill the whole. The problem was that it required much more skill and effort to bury than conventional circular pipes.

また、通常の円形管等の場合であつても、埋戻
し土圧や埋戻し後車輌等により加えられる土圧に
より、管が上下に押し潰された楕円状に変形しよ
うとするため、管側面の埋戻し土を充分つき固め
る必要があるなどの問題があり、改善が要望され
ていた。
In addition, even in the case of a normal circular pipe, the pipe tends to deform into an elliptical shape that is crushed vertically due to backfilling earth pressure or earth pressure applied by vehicles after backfilling, so the side surface of the pipe There were problems such as the need to thoroughly compact the backfill soil, and improvements were requested.

そこで、この考案においては上記卵形管等の埋
設作業が簡単にしかも正確に行なえるよう開発さ
れた管の支承体であり、その構成としては、全体
が合成樹脂の発泡体からなり、矩形板状の基盤部
には長手方向に適宜間隔をあけて支承部を複数本
立設し、この支承部の中央には管の外形に沿う凹
陥部を形成してなり、さらに基盤部の長手方向端
部には互いの連結用継手部を形成してあるととも
に管の拡大端部形状に対応する弧状の逃げ溝が形
成されてなることを特徴としている。
Therefore, in this invention, we developed a tube support body that was developed to enable easy and accurate burying of the above-mentioned egg-shaped tubes, etc. The structure is made entirely of synthetic resin foam, and it is made of a rectangular plate. A plurality of supporting parts are installed at appropriate intervals in the longitudinal direction on the shaped base part, and a concave part is formed in the center of the supporting part along the outer shape of the tube. The pipe is characterized in that it has a joint for connecting each other and an arcuate relief groove corresponding to the shape of the enlarged end of the pipe.

次いでこの考案の実施態様について図を参照し
ながら以下に例示する。
Next, embodiments of this invention will be illustrated below with reference to the drawings.

1が管支承体であり、全体が発泡ポリスチレン
等の合成樹脂の発泡体にて形成されている。
Reference numeral 1 denotes a tube support body, which is entirely made of a synthetic resin foam such as expanded polystyrene.

支承体1のうち、2は矩形板状の基盤部であ
り、3は基盤部2の上面長手方向に適宜間隔をあ
けて立設した複数本の支承部であり、図の場合3
本の支承部3を設けてあるが、4本以上の支承部
3を設けるもの等、卵形管の口径や長さに応じて
自由に本数を変更して実施できる。
Of the support 1, 2 is a rectangular plate-shaped base, and 3 is a plurality of support parts erected at appropriate intervals in the longitudinal direction of the upper surface of the base 2;
Although the main support portion 3 is provided, the number of support portions 3 can be freely changed depending on the diameter and length of the oval tube, such as a case where four or more support portions 3 are provided.

支承部3の中央には、卵形管の断面外形のうち
下方部分の形状に沿つたU字状の凹陥部30が形
成されてあり、この凹陥部30内に卵形管Pを挿
入して支承するものである。
A U-shaped recess 30 is formed in the center of the support 3 and follows the shape of the lower part of the cross-sectional outline of the oval tube.The oval tube P is inserted into this recess 30. I support it.

なお4は各支承部3,3間の基盤部2上に設け
た2列の支承片であり、上記支承部3と同様に卵
形管Pの下端部両側に沿い得るよう形成されてあ
り、支承部3による卵形管Pの支承を補助し、卵
形管Pをより一層安定よく支承できることにな
る。
Note that 4 is two rows of support pieces provided on the base part 2 between the respective support parts 3, 3, which are formed so as to be able to follow both sides of the lower end of the oval tube P, like the above-mentioned support parts 3. This helps support the oval tube P by the support portion 3, and allows the oval tube P to be supported even more stably.

次に基盤部2の長手方向両端部には、一対のア
リ溝状継手部20,20′が形成されてあり、そ
のうち一端側が凸部20′、他端側が凹部20と
なつていて、多数の支承体1,1……を互いに順
次長手方向へ連結できるようになつている。
Next, a pair of dovetail joints 20, 20' are formed at both ends in the longitudinal direction of the base part 2, of which one end is a convex part 20' and the other end is a concave part 20. The supports 1, 1, . . . can be sequentially connected to each other in the longitudinal direction.

さらに基盤部2のうち、一方側の端部上面に
は、二段の逃げ溝21,22が弧状に凹入形成さ
れてあり、この逃げ溝21,22は、卵形管Pを
支承したとき、卵形管Pの一端に有する連結継手
用拡大部pが基盤部2上面に当接しないように逃
がしているものである。
Furthermore, two steps of relief grooves 21 and 22 are formed in an arc shape in the upper surface of one end of the base portion 2, and these relief grooves 21 and 22 are formed when the oval tube P is supported. , the connecting joint enlarged part P provided at one end of the oval tube P is made to escape so as not to come into contact with the upper surface of the base part 2.

さらに23は基盤部2のうち、支承部3、支承
片4等の間に形成した貫通孔であり、後述する埋
戻しの際に支承体1上下の土が貫通孔23を通し
て一体化され、なじみが良くなるので支承体1の
固定に役立つ。
Furthermore, 23 is a through hole formed between the support part 3, the support piece 4, etc. in the base part 2, and the soil above and below the support body 1 is integrated through the through hole 23 during backfilling, which will be described later. Since this improves the stability, it is useful for fixing the support 1.

24は基盤部2の裏面に形成した凹部であり、
支承部3の裏面位置に基盤上面へ貫通しないよう
に設けてあり、凹部24内へコンクリート、土等
を充填すれば、施工時に軽量の支承体1が移動し
たり浮き上がるのを防ぎ、施工がし易くなる(第
2図参照)。
24 is a recess formed on the back surface of the base portion 2;
It is provided on the back side of the support part 3 so as not to penetrate to the top surface of the base, and if the recess 24 is filled with concrete, soil, etc., it will prevent the lightweight support part 1 from moving or lifting during construction, and the construction will be completed. (See Figure 2).

また、25も基盤部2裏面に形成した凹部であ
り、この凹部25は基盤部2裏面の長手方向中央
部に設けてあり、前記凹部24と同じように使用
することができる。
Further, 25 is also a recess formed on the back surface of the base portion 2, and this recess 25 is provided at the center in the longitudinal direction of the back surface of the base portion 2, and can be used in the same manner as the recess 24 described above.

なお支承体1は、基盤部2、支承部3および支
承片4等を別個に発泡成形した後、互いに接合し
て製造するか、または上記各部材2,3,4等を
同時に一体成形して製造してもよい。
The support body 1 can be manufactured by foam-molding the base part 2, the support part 3, the support piece 4, etc. separately and then joining them together, or by integrally molding the above-mentioned members 2, 3, 4, etc. at the same time. May be manufactured.

また、支承体1の基盤部2の全長は、例えば両
端の継手部20,20′を含み約1m40cmに形成
されてあり、規格全長4m16cmの卵形管1本に対
して、3個の支承体1を連結して丁度対応できる
ようになつている。
The total length of the base portion 2 of the support 1 is, for example, approximately 1 m 40 cm, including the joints 20 and 20' at both ends. 1 can be connected to correspond exactly.

さらに卵形管Pの口径、全長等の規格寸法に応
じて基盤部2の全長、支承部3の凹陥部30の形
状等は適宜変更して実施するものとする。
Further, the overall length of the base portion 2, the shape of the concave portion 30 of the support portion 3, etc. shall be changed as appropriate depending on the standard dimensions such as the diameter and overall length of the oval tube P.

また管として円形管を用いる場合には、凹陥部
30の形状を半円形等に変更すれば、そのまま適
用でき、その他各種管の形状によつて種々変更し
て実施可能である。
Further, when a circular tube is used as the tube, the shape of the concave portion 30 can be changed to a semicircle or the like, and the present invention can be applied as is, or various other shapes can be changed depending on the shape of the tube.

次に上記支承体1を使用した卵形管Pの埋設施
工について述べる。
Next, the embedding of the oval tube P using the above-mentioned support 1 will be described.

まず、地面に堀削した溝T内に支承体1,1…
…を順次連結しながら敷設していく。この時、支
承体1の浮き上がり、移動などを防ぐため、L字
形の止定具Nを、基盤部2の貫通孔23内から基
盤部2上面に止定具Nの上端を引掛けて土中へ突
き刺し、支承体1を溝Tの底面に水平に固定して
いく(第3図および第4図参照)。
First, the supports 1, 1...
... will be installed while sequentially connecting them. At this time, in order to prevent the support 1 from lifting up or moving, hook the upper end of the L-shaped fixture N onto the upper surface of the base 2 from within the through hole 23 of the base 2, and submerge it in the soil. to horizontally fix the support 1 to the bottom of the groove T (see Figures 3 and 4).

こうして敷設固定された支承体1,1……上へ
卵形管P,P……が支承部3中央の凹陥部30に
沿つて密着するようにして挿入していけば、卵形
管Pの上下方向の芯出し等の位置決めは自動的に
決定される。
By inserting the oval tubes P, P... onto the supports 1, 1, which have been laid and fixed in this way, so that they are in close contact with each other along the concave portion 30 at the center of the support portion 3, the oval tubes P, P, etc. Positioning such as vertical centering is automatically determined.

なお卵形管P,P同士の連結は、従来同様に互
いの端部の継手部分p,p′で接続していくもの
で、卵形管Pの一方端の拡大部p側に、支承体1
の基盤部2長手方向端部に形成した逃げ溝21,
22を対応させる。なおRはゴム輪であり、継手
部p,p′の気密性を高めるものである(第5図参
照)。
Note that the oval tubes P and P are connected to each other at the joint portions p and p' at each end, as in the conventional case, and a support is attached to the enlarged portion p at one end of the oval tube P. 1
relief groove 21 formed at the longitudinal end of the base portion 2;
22 to correspond. Note that R is a rubber ring, which improves the airtightness of the joints p and p' (see Fig. 5).

以上のごとく卵形管Pを敷設した後、溝T内に
再び土を埋め戻せば、埋設施工は完了し、支承体
1は埋設後の卵形管Pの保護をも果すことにな
る。
After the oval tube P is laid as described above, if the groove T is backfilled with soil, the burial work is completed, and the support 1 also serves to protect the oval tube P after being buried.

上記のごとく構成されたこの考案によれば、従
来非常に技術と手間を要していた卵形管等の埋設
作業が、支承体1を予め敷設しておくことによつ
て簡単で正確に行なえるものである。
According to this invention constructed as described above, the work of burying oval tubes, etc., which conventionally required a great deal of skill and effort, can be done easily and accurately by laying the support 1 in advance. It is something that

即ち、支承体1に立設された支承部3の中央に
形成した凹陥部30に卵形管Pなどを沿わせて挿
入することにより、従来のごとき芯出し作業や木
杭と番線による仮止め作業などの手間が軽減さ
れ、特に芯出しの難かしい卵形管Pでも常に上下
方向の芯出しが正確に合つた状態で敷設されて行
く。
That is, by inserting the oval tube P along the concave part 30 formed in the center of the support part 3 installed upright on the support body 1, it is possible to perform the conventional centering work or temporary fixing with wooden stakes and wire. The work and effort is reduced, and even the egg-shaped tube P, which is particularly difficult to center, can be laid in a state where the vertical centering is always accurately matched.

従つて管同士の接続作業も行ない易く、全体の
作業能率向上に大きく貢献できる。
Therefore, the work of connecting the pipes to each other is easy and can greatly contribute to improving the overall work efficiency.

また、基盤部の長手方向端部に管の拡大端部形
状に対応する弧状の逃げ溝を形成してなるものゆ
え、卵形管P等の端部の継手部分における管同士
の接続作業を容易にできるものとなる。特に、支
承体1の基盤部2に形成したこの逃げ溝21,2
2に卵形管P等の連結継手用拡大部pを対応させ
るように配管することにより卵形管P等の拡大部
pを、基盤部2上面に当接しないように逃がすこ
とができ、連結継手用拡大部pが基盤部上面に当
接して上下方向の芯出し等の位置決め作業に支承
をきたす等の弊害をも解消できるものとなり、よ
り均一な安定した状態で配管全体を支承できるも
のとなる。
In addition, since an arcuate clearance groove corresponding to the shape of the enlarged end of the tube is formed at the longitudinal end of the base, it is easy to connect the tubes at the joint at the end of the oval tube P, etc. It becomes something that can be done. In particular, the relief grooves 21 and 2 formed in the base portion 2 of the support body 1
By connecting the enlarged part p for a connecting joint such as an egg-shaped pipe P to 2, the enlarged part p such as an egg-shaped pipe P can escape so as not to come into contact with the upper surface of the base part 2, and the connection This eliminates the problem of the joint enlarged part p coming into contact with the top surface of the base and causing support during positioning work such as vertical centering, and supports the entire piping in a more uniform and stable state. Become.

しかも埋設施工後も支承体1は土中で管を保護
し、地上からの踏圧や側圧によつて管が移動した
り変形するのを防ぐためにも有効となり、例えば
卵形管Pの持つ排水性能等の諸性質を充分に発揮
させることが可能となる。
Furthermore, even after burial, the support 1 protects the pipe in the soil and is effective in preventing the pipe from moving or deforming due to tread pressure or lateral pressure from the ground.For example, the oval pipe P has drainage performance. It becomes possible to fully exhibit various properties such as.

さらに支承体1としては、複数の支承部3を間
隔をあけて立設してなるものゆえ、卵形管等に枝
管等を接続する際には、支承部3,3間の空間で
接続すれば自由に作業ができ好適となる。
Furthermore, since the support body 1 is made up of a plurality of support parts 3 erected at intervals, when connecting a branch pipe, etc. to an oval tube, etc., the connection is made in the space between the support parts 3, 3. If you do this, you will be able to work freely and it will be convenient.

また支承体1全体を合成樹脂の発泡体にて形成
しているため、軽量で取扱い易く、埋設施工後土
中で腐つたり強度低下する心配もなく耐久性に優
れている。しかも施工現場で必要に応じて支承体
1の一部を切り取つたり、削り取る等の加工を施
すこともでき、作業性の良いものである。
Furthermore, since the entire supporting body 1 is made of a synthetic resin foam, it is lightweight and easy to handle, and has excellent durability without worrying about rotting in the soil or loss of strength after being buried. In addition, it is possible to perform processing such as cutting or scraping a part of the support 1 as necessary at the construction site, and it has good workability.

また、施工現場において管は通常、予め平坦な
場所に並べられた架台用角材の上に積み重ねて保
管されるが、夏かかる状態で管を炎天下に晒して
おくと、素材のポリ塩化ビニル樹脂が軟化して、
管がその自重により彎曲して変形する虞れがある
ため、この彎曲変形を防止するために管を積み重
ねた上に屋根を設けたり、テントを被せたり、或
は水を散布したりする必要があつたが、本考案に
係る支承体によれば、支承体を平坦な場所に置い
て管を支承部の凹陥部に沿わせて挿入するだけ
で、管がその外形に沿つてしつかり支持されるこ
とになるため、管が彎曲変形することが防止され
る結果、夏の炎天下においてもことさら屋根を設
けたり、テントを被せたり、水を散布したりする
必要がなくなると共に、架台用の角材も不要とな
り、作業性も著しく改善される効果がある。
In addition, at construction sites, pipes are usually stored stacked on square timbers arranged on a flat surface in advance, but if the pipes are exposed to the hot sun in the summer, the polyvinyl chloride resin used as the material will deteriorate. Soften,
There is a risk that the pipes will bend and deform due to their own weight, so in order to prevent this bending and deformation, it is necessary to stack the pipes with a roof, cover them with a tent, or spray water on them. However, according to the support of the present invention, simply by placing the support on a flat place and inserting the tube along the recessed part of the support, the tube is firmly supported along its outer shape. This prevents the pipes from bending and deforming, and as a result, there is no need to install a roof, cover with a tent, or spray water, even under the hot summer sun, and it also eliminates the need for square timbers for the frame. This has the effect of significantly improving work efficiency.

以上のように、各種の管の埋設作業を簡易化で
きて能率向上を図れ、特に従来面倒であつた卵形
管の埋設作業に好適な支承体を提供でき、管の排
水性能等の諸性能をより一層生かせる実用的価値
の非常に優れたものである。
As described above, it is possible to simplify the burying work of various types of pipes, improve efficiency, provide a support body suitable for the burying work of oval pipes, which has been troublesome in the past, and improve various performance such as the drainage performance of the pipes. It has excellent practical value that allows you to make even more use of it.

【図面の簡単な説明】[Brief explanation of the drawing]

図はこの考案の実施態様を例示するものであ
り、第1図は斜視図、第2図は底面からの一部斜
視図、第3図は使用時の断面図、第4図は斜視
図、第5図は管の接続部の断面図である。 1……支承体、2……基盤部、20,20′…
…継手部、21,22……逃げ溝、3……支承
部、30……凹陥部、P……管、p,p′……継手
部分、N……止定具。
The figures illustrate the embodiment of this invention, and Fig. 1 is a perspective view, Fig. 2 is a partial perspective view from the bottom, Fig. 3 is a sectional view when in use, and Fig. 4 is a perspective view. FIG. 5 is a cross-sectional view of the tube connection. 1...Support body, 2...Base part, 20, 20'...
...Joint part, 21, 22...Escape groove, 3...Support part, 30...Concave part, P...Pipe, p, p'...Joint part, N...Fixing fixture.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 全体が合成樹脂の発泡体からなり、矩形板状の
基盤部には長手方向に適宜間隔をあけて支承部を
複数本立設し、この支承部の中央には管の外形に
沿う凹陥部を形成してなり、さらに基盤部の長手
方向端部には、互いの連結用継手部を形成してあ
るとともに管の拡大端部形状に対応する弧状の逃
げ溝が形成されてなることを特徴とする管支承
体。
The entire body is made of synthetic resin foam, and the rectangular plate-shaped base has a plurality of supporting parts erected at appropriate intervals in the longitudinal direction, and a recessed part that follows the outer shape of the tube is formed in the center of the supporting part. Further, the longitudinal end portion of the base portion is characterized by forming a mutual coupling joint portion and an arc-shaped relief groove corresponding to the shape of the enlarged end portion of the pipe. Tube support body.
JP16546881U 1981-11-05 1981-11-05 tube support body Granted JPS5870576U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP16546881U JPS5870576U (en) 1981-11-05 1981-11-05 tube support body

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP16546881U JPS5870576U (en) 1981-11-05 1981-11-05 tube support body

Publications (2)

Publication Number Publication Date
JPS5870576U JPS5870576U (en) 1983-05-13
JPH0125832Y2 true JPH0125832Y2 (en) 1989-08-02

Family

ID=29957665

Family Applications (1)

Application Number Title Priority Date Filing Date
JP16546881U Granted JPS5870576U (en) 1981-11-05 1981-11-05 tube support body

Country Status (1)

Country Link
JP (1) JPS5870576U (en)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6262075A (en) * 1985-09-09 1987-03-18 東急建設株式会社 Method of pipe burying construction and base block for burying pipe
KR100947049B1 (en) 2007-11-09 2010-03-10 (주)밸류우드 Pipe stand with fill-soil prevention walls
JP6407223B2 (en) * 2016-09-27 2018-10-17 株式会社タブチ Meter unit

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5513493Y2 (en) * 1978-02-10 1980-03-26

Also Published As

Publication number Publication date
JPS5870576U (en) 1983-05-13

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