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JP2534138B2 - Piping trench and its construction method - Google Patents
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JP2534138B2 - Piping trench and its construction method - Google Patents

Piping trench and its construction method

Info

Publication number
JP2534138B2
JP2534138B2 JP1263925A JP26392589A JP2534138B2 JP 2534138 B2 JP2534138 B2 JP 2534138B2 JP 1263925 A JP1263925 A JP 1263925A JP 26392589 A JP26392589 A JP 26392589A JP 2534138 B2 JP2534138 B2 JP 2534138B2
Authority
JP
Japan
Prior art keywords
pipe
trench
fume
piping
support member
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
Application number
JP1263925A
Other languages
Japanese (ja)
Other versions
JPH03125728A (en
Inventor
義博 前田
侃弥 清水
俊夫 松崎
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.)
SUGA KOGYO KK
Original Assignee
SUGA KOGYO KK
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 SUGA KOGYO KK filed Critical SUGA KOGYO KK
Priority to JP1263925A priority Critical patent/JP2534138B2/en
Publication of JPH03125728A publication Critical patent/JPH03125728A/en
Application granted granted Critical
Publication of JP2534138B2 publication Critical patent/JP2534138B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Classifications

    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02EREDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
    • Y02E10/00Energy generation through renewable energy sources
    • Y02E10/20Hydro energy

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  • Underground Structures, Protecting, Testing And Restoring Foundations (AREA)

Description

【発明の詳細な説明】 [産業上の利用分野] 本発明は、ガス管、給水(給湯)管等の各種配管材、
更に配線材等を地中に敷設する配管トレンチとその施工
方法に関する。
DETAILED DESCRIPTION OF THE INVENTION [Industrial field of application] The present invention relates to various piping materials such as gas pipes and water supply (hot water supply) pipes,
Further, the present invention relates to a piping trench for laying a wiring material and the like in the ground and a construction method thereof.

[従来の技術] 従来から、各種工場においては、前記のような配管材
を一括して敷設するために、第5図に示す如き構造の配
管トレンチが使用されている。
[Prior Art] Conventionally, in various factories, a piping trench having a structure as shown in FIG. 5 has been used in order to collectively lay the piping material as described above.

即ち、鉄筋コンクリートからなる躯体(胴体)構造の
トレンチ1の内部にホールインアンカー2を用いてL型
金具等の配管支持部材3を固定し、この配管支持部材3
に取り付け具4を用いてガス管、給水管等の配管材5を
取り付けた構造である。
That is, a pipe support member 3 such as an L-shaped metal fitting is fixed using a hole-in anchor 2 inside a trench 1 having a structure (body) made of reinforced concrete.
This is a structure in which a pipe member 5 such as a gas pipe or a water supply pipe is attached by using the attachment 4.

前記配管トレンチによれば、多数の配管材5をまとめ
て土中に敷設できるので、多数の配管を必要とする工場
等において多用されている。しかし本願発明者の検討に
よると、下記のような問題点を有していることが判明し
た。
According to the piping trench, a large number of piping materials 5 can be collectively laid in the soil, so that the piping trench is often used in factories and the like that require a large number of piping. However, according to the study by the inventor of the present application, it has been found that the following problems occur.

[発明が解決しようとする課題] 問題点の第1は、トレンチ1の構築に関するものであ
る。即ち、トレンチ1を構築する場合は、構築位置を掘
削して土中に型枠と鉄筋を組み、コンクリートを打設し
て固化した後に、型枠を解体して埋め戻しを行う。この
ため、構築に要する工期が長くなり、しかも作業工程が
多いことから製造コストが高くなっていた。
[Problems to be Solved by the Invention] The first problem is related to the construction of the trench 1. That is, in the case of constructing the trench 1, the construction position is excavated, the formwork and the reinforcing bar are assembled in the soil, concrete is poured and solidified, and then the formwork is disassembled and backfilled. For this reason, the construction period required for construction is long, and the number of working steps is large, resulting in high manufacturing cost.

その第2は、配管支持部材3の固定に関するものであ
る。即ち、配管支持部材3としてL型金具等が利用され
るが、両端部をトレンチ1の内側面に固定する際し、コ
ンクリートアンカーが用いられる。コンクリートアンカ
ーは、トレンチ1にドリルで穴をあけてアンカーを打ち
込み、このアンカーをネジ止めに利用するものあり、配
管支持部材3をネジ止め固定する以前に、前記のような
工程を必要とする。このため、作業工数が多くコスト高
の一因になるばかりか、穴明けによるトレンチ1の強度
低下、アンカー打ち込み時にひび割れ等が生じることが
あり、トレンチ1を損傷する恐れがあった。
The second relates to fixing the pipe support member 3. That is, although an L-shaped metal fitting or the like is used as the pipe support member 3, a concrete anchor is used when fixing both ends to the inner surface of the trench 1. The concrete anchor is one in which a hole is drilled in the trench 1 to drive the anchor and the anchor is used for screwing, and the above-described steps are required before the pipe supporting member 3 is screwed and fixed. For this reason, not only the number of working steps is large and the cost is increased, but also the strength of the trench 1 is lowered due to drilling, cracks may occur at the time of anchoring, and the trench 1 may be damaged.

更に、支持部材3が角型で大きく、多種類を必要とす
る上に、メンテナンスを考慮してトレンチ1の寸法を大
きくする必要がある、等の種々の問題点があった。
Further, there are various problems such that the supporting member 3 is large in a square shape, various types are required, and the size of the trench 1 needs to be increased in consideration of maintenance.

本発明は、前記問題点に鑑みてなされたものであり、
その目的は構造が簡単で構築に要する工程を大幅に短縮
し得る配管トレンチ、及び配管トレンチの施工方法を提
供することにある。
The present invention has been made in view of the above problems,
It is an object of the present invention to provide a piping trench having a simple structure and capable of significantly shortening the steps required for construction, and a method for constructing the piping trench.

[課題を解決するための手段] 本発明に係る前記目的は、例えば横断面円形のヒュー
ム管と、このヒューム管の内側面の直径より小径で、且
つ所望間隔に例えばボルトを螺合するためのナット等を
固定した環状の配管支持部材と、一端が前記ナットに螺
合し多端が前記ヒューム管の内側面に当接して前記環状
の配管支持部材を張設する例えばボルトの如き取り付け
部材とを用いた配管トレンチによって達成される。
[Means for Solving the Problems] The object of the present invention is to provide a fume tube having, for example, a circular cross section, and a screw having a diameter smaller than the diameter of the inner surface of the fume tube and screwing bolts at desired intervals. An annular pipe support member to which a nut or the like is fixed, and an attachment member such as a bolt that has one end screwed into the nut and the other end abuts the inner surface of the fume pipe to tension the annular pipe support member. Achieved by the piping trenches used.

更に、本発明に係る他の目的は、配管トレンチを構築
する位置を掘削してトレンチとなるヒューム管を埋設
し、しかる後に埋め戻す施工方法によって達成される。
Further, another object of the present invention is achieved by a construction method in which a position where a piping trench is constructed is excavated to bury a fume pipe which becomes a trench, and then backfilled.

[作用] 前記構成の配管トレンチによれば、配管支持部材に螺
合する複数のボルトの一端をそれぞれヒューム管の内側
に当接させることにより、環状の配管支持部材が所望間
隔をもって張設、即ちヒューム管の内側面から所望間隔
で点支持にて固定されるようになり、この配管支持部材
にガス管等の配管材を固定することができる。従って、
構成部材としてのアンカー、その打ち込み作業等が一切
不要になり、作業効率の向上とヒューム管の損傷防止と
を図ることができる。
[Operation] According to the pipe trench having the above-described structure, the one end of each of the plurality of bolts screwed to the pipe support member is brought into contact with the inside of the fume pipe, whereby the annular pipe support member is stretched at a desired interval, that is, The fume pipe is fixed by point support from the inner surface of the fume pipe at a desired interval, and a pipe material such as a gas pipe can be fixed to the pipe support member. Therefore,
The anchor as a constituent member and the work of driving the anchor are not required at all, and it is possible to improve work efficiency and prevent damage to the fume tube.

更に前記施工方法によれば、掘削した土中にヒューム
管を埋設するのであるから、型枠や鉄筋の組み込み、コ
ンクリートの打設の如き作業が一切不要になり、作業効
率の大幅な向上を図ることができる。
Furthermore, according to the above-mentioned construction method, since the fume pipe is buried in the excavated soil, the work such as the incorporation of the formwork and the rebar and the placing of the concrete is not necessary at all, and the working efficiency is greatly improved. be able to.

[実施例] 以下、図面を参照して本発明を適用した配管トレンチ
とその施工方法の実施例を説明する。尚、第1図は配管
トレンチの全体構造を示す断面図、第2図及び第3図は
要部の断面図である。
[Embodiment] An embodiment of a piping trench to which the present invention is applied and a construction method thereof will be described below with reference to the drawings. Incidentally, FIG. 1 is a sectional view showing the entire structure of the piping trench, and FIGS. 2 and 3 are sectional views of the main part.

11は枠体となるヒューム管であり、その直径は敷設す
る配管材の数や大きさに対応して決定されるるが、既製
のヒューム管を利用してよい。ヒューム管11の内部に
は、環状の配管支持部材12が複数のボルト13によって所
望間隔Lを有するように固定され、この環状の配管支持
部材12にガス管、給水管等の各種配管材14が取り付け具
15により固定されている。
Reference numeral 11 denotes a fume tube that serves as a frame, and the diameter thereof is determined according to the number and size of the piping materials to be laid, but a ready-made fume tube may be used. Inside the fume pipe 11, an annular pipe support member 12 is fixed by a plurality of bolts 13 so as to have a desired distance L, and various pipe materials 14 such as a gas pipe and a water supply pipe are attached to the annular pipe support member 12. Mounting tool
It is fixed by 15.

前記環状の配管支持部材12は、第2図及び第3図に示
すようにフランジ部12aと円筒部12bとにより構成され、
機械的な強度を高めるようになされている。そして、円
筒部12bの内側面には所望間隔でナット12cが固定され、
各ナット12cに螺合したボルト13の先端がヒューム管11
の内側面に当接している。
The annular pipe support member 12 is composed of a flange portion 12a and a cylindrical portion 12b as shown in FIG. 2 and FIG.
It is designed to increase mechanical strength. Then, the nuts 12c are fixed to the inner surface of the cylindrical portion 12b at desired intervals,
The tip of the bolt 13 screwed to each nut 12c is the fume tube 11
Abuts the inner surface of the.

従って、ボルト13を順次諦めることにより、環状の配
管支持部材12がヒューム管11の中心方向に付勢されるこ
とになる。しかも、環状の配管支持部材12の直径はヒュ
ーム管11の内側面の直径より小に設定されているので、
本実施例においては6本のボルト13により環状の配管支
持部材12が間隔Lを有して点接触で固定されることにな
り、言わば蜘蛛の巣のように張設された状態になる。こ
のように取り付けた環状の配管支持部材12の円筒部12b
について、取り付け具15を用いて配管材14を取り付け
る。
Therefore, by giving up the bolts 13 in sequence, the annular pipe support member 12 is biased toward the center of the fume pipe 11. Moreover, since the diameter of the annular pipe support member 12 is set smaller than the diameter of the inner surface of the fume pipe 11,
In the present embodiment, the annular pipe support member 12 is fixed by point contact with the interval L by the six bolts 13, so that the pipe support member 12 is stretched like a cobweb. The cylindrical portion 12b of the annular pipe support member 12 attached in this manner
For, the pipe material 14 is attached using the attachment 15.

以上に説明したように、本実施例に示した配管トレン
チは、トレンチとなるヒューム管11を損傷する恐れは全
くなく、1個の環状の配管支持部材12を利用して配管材
14の取り付けを行い得る等、内部構造が極めて簡単であ
る。
As described above, the piping trench shown in the present embodiment has no possibility of damaging the fume tube 11 serving as the trench, and the piping material is formed by using one annular piping support member 12.
The internal structure is extremely simple, such as 14 can be installed.

次に、第4図を参照して施工方法を説明する。 Next, the construction method will be described with reference to FIG.

前記構成の配管トレンチを施工する場合は、構築位置
Pの土砂を掘削し、次いでヒューム管11を例えばクレー
ンにより持ち来たして掘削により形成された溝部、換言
すれば構築位置に埋設する。そして、ヒューム管11の位
置決めが行われた後、掘削した土砂の埋め戻し作業を行
う。
When constructing the piping trench having the above-mentioned structure, the earth and sand at the construction position P are excavated, and then the fume pipe 11 is brought by, for example, a crane and buried in the groove portion formed by excavation, in other words, the construction position. Then, after the fume pipe 11 is positioned, the excavated earth and sand is backfilled.

このような工程により、配管トレンチの施工が行われ
るのであるが、埋設する段階のヒューム管11は、環状の
配管支持部材12の張設以前であってもよいが、作業効率
を考慮すれば張設済みのものが便利である。
Although the piping trench is constructed by such a process, the fume pipe 11 at the stage of burying may be before the annular pipe support member 12 is stretched, but if the work efficiency is taken into consideration, it will be stretched. It is convenient to use the existing one.

前記施工方法で注目すべきことは、型枠や鉄筋の組み
込み、コンクリートの打設が一切不要になるばかりでな
く、複数のヒューム管11を接続する際に位置決めを極め
て簡単になし得ることである。即ち、環状の固定具12を
肯定した段階の複数のヒューム管11は、上下左右の構造
は全く同一である。従って、複数のヒューム管11を接続
状態で埋設する場合を想定すると、複数のヒューム管11
を中心線が合うように位置決めし、位置ずれ防止を行う
ように両者を固定すればよい。
What should be noted in the above-mentioned construction method is that not only the incorporation of the formwork and the reinforcing bar and the placing of the concrete become unnecessary, but also the positioning can be extremely easily performed when connecting the plurality of fume pipes 11. . That is, the plurality of fume tubes 11 at the stage where the annular fixture 12 is affirmed have exactly the same vertical and horizontal structures. Therefore, assuming that a plurality of fume pipes 11 are buried in a connected state, the plurality of fume pipes 11
Should be positioned so that their center lines are aligned with each other, and both may be fixed so as to prevent positional deviation.

そして、複数のヒューム管11が接続されてから、複数
のヒューム管11に設けられた環状の配管支持部材12に掛
け渡すようにして、配管材14の取り付け工事を行い、配
管トレンチを完成する。
Then, after the plurality of fume pipes 11 are connected, the pipe material 14 is attached so as to bridge over the annular pipe support member 12 provided on the plurality of fume pipes 11 to complete the pipe trench.

従って、本実施例に示した配管トレンチの施工方法
は、構築材料の削減と作業工数の短縮が可能になり、こ
れらが相まって大幅なコストダウンを図ることができ
る。
Therefore, the pipe trench construction method shown in the present embodiment can reduce the construction material and the work man-hour, and in combination with them, the cost can be significantly reduced.

以上に本発明の実施例を説明したが、本発明は前記に
限定されるものではなく、種々の変形が可能である。
Although the embodiments of the present invention have been described above, the present invention is not limited to the above, and various modifications can be made.

例えば、配管材14の個数、大小、取り付け間隔は前記
に限定されず、任意に選択することができる。
For example, the number, size, and installation interval of the piping materials 14 are not limited to the above, and can be arbitrarily selected.

又、配線材等を敷設する場合は、環状の配管支持部材
12を利用して棚、懸垂架等を設けるようにしてよい。
Also, when laying wiring materials, etc., an annular pipe support member
12 may be used to provide shelves, suspensions, etc.

更に、前記実施例では円筒部12bにボルト13を螺合す
るナット12cを固定しているが、円筒部12bが肉厚の場合
は直接ネジ溝を形成し、ナット12cを省略してもよい。
また、いわゆるダブルナット構造にしてもよい。
Further, in the above embodiment, the nut 12c for screwing the bolt 13 is fixed to the cylindrical portion 12b, but when the cylindrical portion 12b is thick, a screw groove may be directly formed and the nut 12c may be omitted.
Moreover, you may make it what is called a double nut structure.

施工方法については、ヒューム管11の転がり防止を行
う突起等をヒューム管11の外側面に配置してよく、外側
面に突起等を一体に形成してもよい。
Regarding the construction method, a protrusion or the like for preventing rolling of the fume tube 11 may be arranged on the outer surface of the fume tube 11, or the protrusion or the like may be integrally formed on the outer surface.

ヒューム管11の断面形状は円形に限定されるものでは
なく、楕円、角型等の各種のものを利用することができ
る。
The cross-sectional shape of the fume tube 11 is not limited to the circular shape, and various shapes such as an ellipse and a square shape can be used.

[発明の効果] 以上説明したように、本発明に係る配管トレンチは、
ヒューム管の内側に、該ヒューム管の内側面より小径の
環状の配管支持部材をアンカーを用いることなく張設
し、該環状の配管支持部材に配管材を取り付け固定した
ものである。依って、前記構成の配管トレンチによれ
ば、ヒューム管を損傷することなく配管支持部材と配管
材の取り付けが行われることになり、ヒューム管の損傷
防止、材料の削減、作業効率の向上を図ることができ
る。
[Effects of the Invention] As described above, the pipe trench according to the present invention is
An annular pipe support member having a smaller diameter than the inner surface of the fume pipe is stretched inside the fume pipe without using an anchor, and a pipe material is attached and fixed to the annular pipe support member. Therefore, according to the piping trench having the above-described configuration, the piping support member and the piping material are attached without damaging the fume tube, and the fume tube is prevented from being damaged, the material is reduced, and the work efficiency is improved. be able to.

また、配管トレンチの施工に際しては、構築位置を掘
削してヒューム管を埋設し、土砂を埋め戻すことにより
行われるので、材料削減、施工工数の削減が可能にな
り、大幅なコストダウンと工期の短縮とを図ることがで
きる。
In addition, when constructing the piping trench, the construction position is excavated, the fume pipe is buried, and the earth and sand are backfilled, so it is possible to reduce the material and the construction man-hours, greatly reduce the cost and construction period. It can be shortened.

【図面の簡単な説明】[Brief description of drawings]

第1図ないし第4図は本発明の一実施例を示すものであ
って、 第1図は配管トレンチの構造を示す横断面図、 第2図は配管支持部材の張設を示す要部の拡大図、 第3図は配管支持部材の張設を示す要部の拡大断面図、 第4図は配管トレンチの施工方法を示す説明図、 第5図は従来の構成を示す図である。 図中の符号 11:ヒューム管 12:環状の配管支持部材 12a:フランジ部 12b:円筒部 13:ボルト 14:配管材 15;取り付け具 P:構築位置。
1 to 4 show an embodiment of the present invention. FIG. 1 is a cross-sectional view showing the structure of a pipe trench, and FIG. 2 is a main part showing the extension of a pipe support member. FIG. 3 is an enlarged view, FIG. 3 is an enlarged cross-sectional view of an essential part showing the extension of the pipe support member, FIG. 4 is an explanatory diagram showing a method for constructing a pipe trench, and FIG. 5 is a diagram showing a conventional configuration. Reference numeral 11 in the figure: Hume pipe 12: Annular pipe support member 12a: Flange portion 12b: Cylindrical portion 13: Bolt 14: Piping material 15; Fixture P: Construction position.

Claims (2)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】枠体となるヒューム管と、該ヒューム管の
内側面に対し所望間隙を有するように張設された配管支
持部材と、該配管支持部材を前記ヒューム管内に所望間
隙をもって張設する取り付け部材とによって構成した配
管トレンチ。
1. A fume tube serving as a frame, a pipe support member stretched so as to have a desired gap with respect to an inner surface of the fume pipe, and the pipe support member stretched inside the fume pipe with a desired gap. And a pipe trench formed by a mounting member.
【請求項2】枠体となるヒューム管と、取り付け部材に
よって該ヒューム管の内側面に対し所望の間隔を有する
ように張設された配管支持部材とによって配管トレンチ
を構成し、 この配管トレンチの構築位置を堀削し、枠体となるヒュ
ーム管を埋没した後、埋め戻すことを特徴とする配管ト
レンチの施工方法。
2. A piping trench is constituted by a fume tube which serves as a frame and a piping support member which is stretched by an attachment member so as to have a desired distance from the inner side surface of the fume tube. A method for constructing a piping trench, characterized by excavating the construction position, burying the fume pipe that will be the frame body, and then backfilling.
JP1263925A 1989-10-12 1989-10-12 Piping trench and its construction method Expired - Lifetime JP2534138B2 (en)

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Application Number Priority Date Filing Date Title
JP1263925A JP2534138B2 (en) 1989-10-12 1989-10-12 Piping trench and its construction method

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Application Number Priority Date Filing Date Title
JP1263925A JP2534138B2 (en) 1989-10-12 1989-10-12 Piping trench and its construction method

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JPH03125728A JPH03125728A (en) 1991-05-29
JP2534138B2 true JP2534138B2 (en) 1996-09-11

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