Deprecated: The each() function is deprecated. This message will be suppressed on further calls in /home/zhenxiangba/zhenxiangba.com/public_html/phproxy-improved-master/index.php on line 456
JPH0748927B2 - Tube pillow for scrap pipe and method of making the same - Google Patents
[go: Go Back, main page]

JPH0748927B2 - Tube pillow for scrap pipe and method of making the same - Google Patents

Tube pillow for scrap pipe and method of making the same

Info

Publication number
JPH0748927B2
JPH0748927B2 JP3333433A JP33343391A JPH0748927B2 JP H0748927 B2 JPH0748927 B2 JP H0748927B2 JP 3333433 A JP3333433 A JP 3333433A JP 33343391 A JP33343391 A JP 33343391A JP H0748927 B2 JPH0748927 B2 JP H0748927B2
Authority
JP
Japan
Prior art keywords
pipe
bag
pillow
tube
reinforcing piece
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
JP3333433A
Other languages
Japanese (ja)
Other versions
JPH05168131A (en
Inventor
守 深井
敏信 奥村
博幸 榎原
修次 津上
護 檜垣
忠幸 徳田
利保 福屋
浩一郎 片寄
照弘 三原
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.)
Kansai Electric Power Co Inc
Original Assignee
Kansai Electric Power Co Inc
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 Kansai Electric Power Co Inc filed Critical Kansai Electric Power Co Inc
Priority to JP3333433A priority Critical patent/JPH0748927B2/en
Publication of JPH05168131A publication Critical patent/JPH05168131A/en
Publication of JPH0748927B2 publication Critical patent/JPH0748927B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Landscapes

  • Laying Of Electric Cables Or Lines Outside (AREA)

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】この発明は、地中送電線管路のく
ずし配管に用いられる管枕及びその作成方法に関するも
のである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a pipe pillow for use in a broken pipe of an underground power transmission line and a method for making the pillow.

【0002】[0002]

【従来の技術】地中送電線管路を構築する場合、管路を
構成する管は、一般に上下左右に所要の間隔をおいお
て、各管平行に複数列・複数段に配列される。この場合
管路の布設予定地近くに他の埋設された障害物が存在す
ると、その障害物を回避するために管路の途中で管の配
列を、例えば、2列3段から3列2段というように変更
する必要が生じる場合がある。
2. Description of the Related Art In the case of constructing an underground power transmission line, the pipes constituting the pipe are generally arranged in a plurality of rows and a plurality of stages in parallel with each other with a required interval in the vertical and horizontal directions. In this case, if there is another buried obstacle near the planned installation site of the pipeline, in order to avoid the obstacle, the pipes may be arranged in the middle of the pipeline, for example, from 2 rows 3 stages to 3 rows 2 stages. It may be necessary to change such as.

【0003】なお、管路を構成する管の配列をその途中
で上記のように変更することを一般にくずし配管と呼ん
でいる。
It should be noted that changing the arrangement of the pipes constituting the pipe line as described above during the process is generally called a broken pipe.

【0004】[0004]

【発明が解決しようとする課題】管路を構築する場合、
管自体の重量を支持すると共に、管の位置を定め、かつ
隣接する管相互の間隔を保持するために、従来から管枕
が使用されている。この管枕は、管路を構成する管の外
径、管の位置及び、管相互の間隔等が一定しているた
め、所定の寸法形状をもったプラスチック製品により予
め製作しておき、配管工事の際に逐一介在させる。
When constructing a pipeline,
Tube pillows have traditionally been used to support the weight of the tubes themselves, to position the tubes, and to maintain the spacing between adjacent tubes. Since this pipe pillow has a constant outer diameter of pipes that make up the pipeline, the positions of the pipes, and the intervals between the pipes, etc., it is made in advance with a plastic product having a predetermined size and shape, and the piping work is performed. Intervene one by one in the case of.

【0005】一方、くずし配管が行われる場合は、管路
を構成する管の位置及び管相互の間隔が一定しないた
め、くずし配管の形態をある程度パターン化し、適当に
細分化されたプラスチック製管枕と、角材などを組合せ
て使用することにより対処していた。
On the other hand, when the break pipe is used, the positions of the pipes forming the pipe line and the intervals between the pipes are not constant, so that the form of the break pipe is patterned to some extent, and the plastic pipe pillow is appropriately segmented. It was dealt with by using a combination of wood and timber.

【0006】[0006]

【発明が解決しようとする課題】しかしながら、くずし
配管の形態は現場の状況によって区々であるため、従来
の方法で対処できる工事範囲はある程度限られたものと
なっていた。
However, since the form of the scrap pipe depends on the situation of the site, the construction range that can be dealt with by the conventional method is limited to some extent.

【0007】そこで、この発明はくずし配管がどのよう
な形態で行われても、その形態に対処できる管枕及びそ
の管枕の作成方法を提供することを課題とする。
Therefore, it is an object of the present invention to provide a pipe pillow and a method for producing the pipe pillow that can cope with any form of the scrap pipe.

【0008】[0008]

【課題を解決するための手段】上記の課題を解決するた
めに、この発明に係る管枕は、袋内に補強用ピースを混
合した発泡体を充填し、その発泡体及びこれと密着した
袋に管の外径に合致する溝状凹所を形成した構成とした
ものである。
In order to solve the above-mentioned problems, a pipe pillow according to the present invention has a bag filled with a foam material mixed with a reinforcing piece, and the foam material and a bag adhered thereto. It has a structure in which a groove-shaped recess that matches the outer diameter of the pipe is formed.

【0009】また、この発明に係る管枕の作成方法は、
補強用ピースを収納した袋上にくずし配管された管を載
せたのち、その袋内に発泡剤を注入し袋内部で発泡させ
る方法を採るものである。
Further, the method for producing the tube pillow according to the present invention is as follows.
This is a method in which a broken pipe is placed on a bag containing a reinforcing piece, and then a foaming agent is injected into the bag to foam inside the bag.

【0010】[0010]

【作用】上記の管枕は、現場の配管形態に合わせて発泡
され、所定の形状に成形される。袋内の補強用ピース
は、発泡前は管の重量を支持すると共に管の外径に沿っ
た溝状凹所を形成する。袋内に発泡剤を注入すると、発
泡剤はその発泡の中に補強ピースを包含しながら袋内に
充満し、袋と密着して上記の溝状凹所の形状を保って固
化する。
The above-mentioned pipe pillow is foamed and formed into a predetermined shape in accordance with the piping form at the site. The reinforcing piece in the bag supports the weight of the tube before foaming and forms a groove-like recess along the outer diameter of the tube. When the foaming agent is injected into the bag, the foaming agent fills the bag while including the reinforcing piece in the foam, and adheres to the bag to be solidified while maintaining the shape of the groove-like recess.

【0011】[0011]

【実施例】図1は、マンホール1の壁を貫通して2列3
段に配列された地中送電線用管路を構成する管2を2列
3段にくずし配管した場合に、その配列が3列2段に変
わるようにくずし配管された部分に管枕3を設置した状
態を示す。10は埋設障害物としての下水管を示す。管
枕3は、図2に示すように、袋4内に補強用ピース5を
混入した発泡体6を充填したものであり、その発泡体6
及びこれと密着した袋4に管2の外径に合致する溝状凹
所7が形成されたものである。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENT FIG. 1 shows two rows of three through the wall of a manhole 1.
When the pipes 2 constituting the pipeline for underground power transmission line arranged in stages are arranged in two rows and three stages in a broken pipe, the pipe pillows 3 are arranged in the broken pipe so that the arrangement is changed to three rows and two stages. The installed state is shown. Reference numeral 10 denotes a sewer pipe as a buried obstacle. As shown in FIG. 2, the tube pillow 3 is obtained by filling a bag 4 with a foam 6 having a reinforcing piece 5 mixed therein.
Further, the bag 4 that is in close contact with this is provided with the groove-shaped recess 7 that matches the outer diameter of the tube 2.

【0012】袋4はプラスチックシートに通気孔8を設
けたものであり、この通気孔8により発泡時に内部の空
気が外部に排出できるようになっている。袋4を通気性
の不織布で形成すれば、通気孔8は不要である。また、
袋4のコーナ部分に発泡剤の注入口9が設けられる。
The bag 4 is a plastic sheet provided with ventilation holes 8 so that the air inside can be discharged to the outside at the time of foaming. If the bag 4 is formed of a breathable non-woven fabric, the vent hole 8 is not necessary. Also,
A foaming agent injection port 9 is provided at a corner portion of the bag 4.

【0013】なお、上記の通気孔8及び注入口9は発泡
完了後閉塞される。
The vent hole 8 and the injection port 9 are closed after the foaming is completed.

【0014】補強用ピース5としては、図示のごときプ
ラスチック短寸パイプのほかに、プラスチックビーズ、
プラスチックチョップなどを用いる。プラスチック短寸
パイプは、発泡途中において発泡剤がその内部を通過で
きるので、発泡剤が袋内部に迅速に拡がり易いという利
点がある。
As the reinforcing piece 5, in addition to the plastic short pipe as shown, plastic beads,
Use plastic chops. The plastic short pipe has an advantage that the foaming agent can easily spread quickly inside the bag because the foaming agent can pass through the inside of the bag during foaming.

【0015】発泡体6は硬質ウレタンフォームであり、
発泡剤としては、例えば三洋化成工業株式会社の商品名
「サンフォーム」(主剤:ポリオール、硬化剤:イソシ
アネート)がある。
The foam 6 is a rigid urethane foam,
As the foaming agent, there is, for example, a product name "Sunfoam" (main agent: polyol, curing agent: isocyanate) manufactured by Sanyo Chemical Industries, Ltd.

【0016】上記の管枕3の作成方法は、予め袋4内に
適当な密度で補強用ピース5を収納したもの(図3参
照)を用意し、これを図4に示すごとくくずし配管の部
分に設置する。このとき、補強用ピース5は管2の重量
によって管2の両側に逃げ、袋4と共にほぼ管2の外径
に沿って溝状凹部7を形成する。くずし配管の管2の配
列が定まったのち、袋4の注入口9から前記の発泡剤を
注入する(図5)。発泡が進むと、袋4の内部空気は通
気孔8から逃げ出し、発泡体6が補強ピース5をその内
に包含しながら次第に袋4の内部全体に充満して、固化
する。これにより、袋4及びこれと密着した発泡体6に
管2の外径面に密着した溝状凹所7が形成され、管2は
その溝状凹所7により位置決めされて支持される。ま
た、通気孔8及び注入口9を閉塞して管枕の作成を終え
る(図2参照)。
In the method of producing the above-mentioned pipe pillow 3, a bag 4 in which the reinforcing pieces 5 are stored in advance at an appropriate density is prepared (see FIG. 3), and this is shown in FIG. To install. At this time, the reinforcing piece 5 escapes to both sides of the tube 2 due to the weight of the tube 2, and forms the groove-shaped recess 7 along the bag 4 along the outer diameter of the tube 2. After the arrangement of the pipes 2 of the combing pipe is determined, the foaming agent is injected from the injection port 9 of the bag 4 (FIG. 5). As the foaming progresses, the air inside the bag 4 escapes from the vent holes 8 and the foam 6 gradually fills the entire interior of the bag 4 while including the reinforcing piece 5 therein and solidifies. As a result, a groove-shaped recess 7 that is in close contact with the outer diameter surface of the tube 2 is formed in the bag 4 and the foam 6 that is in close contact with the bag 4, and the tube 2 is positioned and supported by the groove-shaped recess 7. Further, the ventilation hole 8 and the injection port 9 are closed to complete the production of the tube pillow (see FIG. 2).

【0017】以上のようにして、くずし配管及び管枕の
設置工事を完了すると、掘削された地盤の埋め戻しが行
われ、管2と管枕3は埋設される。
When the installation work of the scrap pipe and the pipe pillow is completed as described above, the excavated ground is backfilled and the pipe 2 and the pipe pillow 3 are buried.

【0018】[0018]

【発明の効果】以上のように、この発明のくずし配管用
管枕及びその作成方法によると、袋内に補強ピースを収
納しているので、発泡剤の注入前において、管の配列状
態がどのような形態であっても、袋はその形態に従って
変形し、管の下部外径面に沿って溝状凹所を形成する。
また、発泡体により上記の形態が保持され、管の位置決
めが行われる。さらに、発泡体は補強用ピースにより補
強されるので、管枕に強度を与え、土圧等が作用しても
その変形を防止することができる。
As described above, according to the pipe pillow for waste pipe and the method for producing the same of the present invention, since the reinforcing piece is housed in the bag, the arrangement state of the pipes before the injection of the foaming agent is different. Even with such a form, the bag is deformed according to the form and forms a groove-like recess along the lower outer diameter surface of the tube.
Moreover, the above-mentioned form is held by the foam, and the tube is positioned. Further, since the foam is reinforced by the reinforcing piece, it is possible to give strength to the tube pillow and prevent its deformation even when earth pressure or the like acts.

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

【図1】実施例の管枕の使用状態を示す一部断面斜視図FIG. 1 is a partial cross-sectional perspective view showing a usage state of a tube pillow according to an embodiment.

【図2】同上の一部拡大断面図FIG. 2 is a partially enlarged sectional view of the above.

【図3】管枕の作成途中の横断平面図[Fig. 3] Cross-sectional plan view of a tube pillow in the process of being created.

【図4】管枕の作成途中の一部断面図[Fig. 4] Partial cross-sectional view of a tube pillow in the process of being created.

【図5】管枕の作成途中の一部断面図[Fig. 5] Partial cross-sectional view of a tube pillow in the process of being created.

【符号の説明】[Explanation of symbols]

1 マンホール 2 管 3 管枕 4 袋 5 補強用ピース 6 発泡体 7 溝状凹所 8 通気孔 9 注入口 10 下水管 1 Manhole 2 Pipe 3 Pipe pillow 4 Bag 5 Reinforcing piece 6 Foam 7 Groove-shaped recess 8 Vent hole 9 Injection port 10 Sewer pipe

フロントページの続き (72)発明者 津上 修次 大阪府大阪市北区中之島3丁目3番22号 関西電力株式会社内 (72)発明者 檜垣 護 大阪府大阪市北区中之島3丁目3番22号 関西電力株式会社内 (72)発明者 徳田 忠幸 大阪府大阪市北区中之島3丁目3番22号 関西電力株式会社内 (72)発明者 福屋 利保 大阪府大阪市西区北堀江1丁目12番19号 株式会社栗本鐵工所内 (72)発明者 片寄 浩一郎 大阪府大阪市西区北堀江1丁目12番19号 株式会社栗本鐵工所内 (72)発明者 三原 照弘 大阪府大阪市西区北堀江1丁目12番19号 株式会社栗本鐵工所内Front page continuation (72) Inventor Shuji Tsugami 3-3-22 Nakanoshima, Kita-ku, Osaka City, Osaka Prefecture Kansai Electric Power Co., Inc. (72) Inventor Mamoru Higaki 3--22, Nakanoshima, Kita-ku, Osaka City, Osaka Prefecture Issue Kansai Electric Power Co., Inc. (72) Inventor Tadayuki Tokuda 3-22 Nakanoshima, Kita-ku, Osaka, Osaka Prefecture Kansai Electric Power Co., Inc. (72) Inventor Fukuya Riho 1-12 Kitahorie, Nishi-ku, Osaka-shi, Osaka No. 19 Kurimoto Iron Works Co., Ltd. (72) Inventor Koichiro Katayose 1-12-12 Kitahori, Nishi-ku, Osaka City Osaka Prefecture No. 19 No. 19 Kurimoto Iron Works Co., Ltd. (72) Teruhiro Mihara Kitahorie, Nishi-ku, Osaka City Osaka Prefecture 12th-19th Kurimoto Iron Works Co., Ltd.

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 袋内に補強用ピースを混合した発泡体を
充填し、その発泡体及びこれと密着した袋に管の外径に
合致する溝状凹所を形成したくずし配管用管枕。
1. A pipe pillow for scrap pipe, wherein a bag is filled with a foam material mixed with a reinforcing piece, and a groove-shaped recess matching the outer diameter of the tube is formed in the foam body and the bag in close contact therewith.
【請求項2】 補強用ピースを収納した袋をくずし配管
された部分に設置し、その袋に管の外径に沿った溝状凹
所を形成したのちその袋内に発泡剤を注入し、袋内部で
発泡させるくずし配管用管枕の作成方法。
2. A bag accommodating a reinforcing piece is installed in a broken and piped portion, a groove-like recess is formed along the outer diameter of the pipe in the bag, and then a foaming agent is injected into the bag, How to make a pipe pillow for scrap pipe that foams inside the bag.
JP3333433A 1991-12-17 1991-12-17 Tube pillow for scrap pipe and method of making the same Expired - Lifetime JPH0748927B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP3333433A JPH0748927B2 (en) 1991-12-17 1991-12-17 Tube pillow for scrap pipe and method of making the same

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP3333433A JPH0748927B2 (en) 1991-12-17 1991-12-17 Tube pillow for scrap pipe and method of making the same

Publications (2)

Publication Number Publication Date
JPH05168131A JPH05168131A (en) 1993-07-02
JPH0748927B2 true JPH0748927B2 (en) 1995-05-24

Family

ID=18266054

Family Applications (1)

Application Number Title Priority Date Filing Date
JP3333433A Expired - Lifetime JPH0748927B2 (en) 1991-12-17 1991-12-17 Tube pillow for scrap pipe and method of making the same

Country Status (1)

Country Link
JP (1) JPH0748927B2 (en)

Also Published As

Publication number Publication date
JPH05168131A (en) 1993-07-02

Similar Documents

Publication Publication Date Title
US4259028A (en) Water and debris impermeable trench box panel
US20160090738A1 (en) Supporting element for pipes in buildings and application method of a pipe supporting element in a flagstone
JP2012202047A (en) Underfloor repair method
KR20210024808A (en) Waling filler for CIP and Construction method of cast-in-placed-pile using it
JP4915580B2 (en) Construction method of ground vibration propagation suppression structure
JPH0748927B2 (en) Tube pillow for scrap pipe and method of making the same
KR101190739B1 (en) Method of Constructing Underground Composite Outer Wall Structure and Underground Composite Outer Wall Structure Constructed by the Same
JP4868365B2 (en) Ground vibration propagation suppression structure
KR101929395B1 (en) Grouting apparatus the grouting method thereof
JP2009121085A (en) Construction method of ground vibration propagation suppression structure
KR20190104673A (en) Grouting apparatus for reinforcing tunnel and the grouting method thereof
CN214169168U (en) A horizontal connection channel structure of old and new underground buildings
CN105442616B (en) Support replacing method for bottom plate of mucky soil layer foundation pit in deep foundation pit supporting construction
JPH07317008A (en) Temporary back-filling method
JP2797143B2 (en) Side hole embedding method
WO1997038174A1 (en) Lining for a landfill site
JP2586730B2 (en) Slope reinforcement soil structure
JP2849515B2 (en) Underground vibration isolation wall structure of building
JP2006200198A (en) Soil-pressure resisting structure backing method and soil-pressure resisting structure backing construction
JPH01119481A (en) Floor structure of automobile
JP2629914B2 (en) Embankment structure
JPS5936057B2 (en) Slope reinforcement method
JPH09279985A (en) Freeze expansion pressure reducing structure and method for constructing the same
JP4680426B2 (en) Construction method of lightweight embankment structure
JP2772997B2 (en) Foaming method of foamable resin in civil engineering method