JPS5918832Y2 - Prefabricated duct block for manhole - Google Patents

Prefabricated duct block for manhole

Info

Publication number
JPS5918832Y2
JPS5918832Y2 JP1978097094U JP9709478U JPS5918832Y2 JP S5918832 Y2 JPS5918832 Y2 JP S5918832Y2 JP 1978097094 U JP1978097094 U JP 1978097094U JP 9709478 U JP9709478 U JP 9709478U JP S5918832 Y2 JPS5918832 Y2 JP S5918832Y2
Authority
JP
Japan
Prior art keywords
duct block
duct
manhole
block
shaped
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
JP1978097094U
Other languages
Japanese (ja)
Other versions
JPS5515915U (en
Inventor
国臣 持田
Original Assignee
株式会社フジクラ
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 株式会社フジクラ filed Critical 株式会社フジクラ
Priority to JP1978097094U priority Critical patent/JPS5918832Y2/en
Publication of JPS5515915U publication Critical patent/JPS5515915U/ja
Application granted granted Critical
Publication of JPS5918832Y2 publication Critical patent/JPS5918832Y2/en
Expired legal-status Critical Current

Links

Landscapes

  • Supports For Pipes And Cables (AREA)
  • Laying Of Electric Cables Or Lines Outside (AREA)

Description

【考案の詳細な説明】 本考案は被覆絶縁電線や電話線等のケーブルを地中に挿
通させるための管路のマンホール内における管路の固定
用プレハブダクトブロックに関する。
[Detailed Description of the Invention] The present invention relates to a prefabricated duct block for fixing a conduit in a manhole for passing cables such as covered insulated electric wires and telephone lines underground.

従来、上記電線や電話線等の地下布設における管路接続
は、マンホールを介して行なわれているが、この通信ケ
ーブル用マンホールの施工法としては、現在設置現場に
おいて型枠を組み立て、その中に鉄筋やセメントコンク
リート等を充填する現場打法と、レジンコンクリート製
プレハブマホールを予しめ地上において分割成型し、こ
れを現場において組立てる工法が知られている。
Conventionally, conduit connections for underground installations of electric wires, telephone lines, etc. have been made through manholes, but the current method of constructing manholes for communication cables is assembling a formwork at the installation site and installing it inside the manhole. Two methods are known: an on-site pouring method in which reinforcing steel, cement concrete, etc. are filled, and a method in which resin concrete prefabricated masonry holes are molded in advance on the ground in sections and then assembled on-site.

しかしながら、上記従来の通信ケーブル用マンホールの
布設工事においては、いずれの工法においても地下に挿
通された管路のダクト口部分に対応するマンホール壁部
分は予じめ中空状態となし、マンホール布設後この中空
部において管路のダクト口との接続固定工事が行なわれ
ていた。
However, in the above-mentioned conventional communication cable manhole installation work, in both construction methods, the manhole wall portion corresponding to the duct opening of the conduit inserted underground is made hollow in advance, and after the manhole is installed, the manhole wall portion corresponding to the duct opening of the conduit inserted underground is Work was being carried out to connect and fix the pipeline to the duct entrance in the hollow area.

即ち管路とマンホールの接続固定時に、管路のダクト口
端部に、管路内に布設するケーブルが管路端部で折曲し
て当接されることにより損傷するのを防止する観点から
ラッパ状のダクトソケットを予じめ装着し、このダクト
ソケット端面をマンホール内壁面に整合して後前記中空
部にセメントコンクリートを流し込み充填しながら整形
硬化させる工法であるため、管路の条数が多くなるにつ
れ施工が煩雑且つ困難となる等の問題を多く有していた
In other words, when fixing the connection between the pipe and the manhole, from the viewpoint of preventing damage caused by the cable laid inside the pipe being bent and abutting the end of the pipe at the duct mouth end of the pipe. This construction method involves installing a trumpet-shaped duct socket in advance, aligning the end face of the duct socket with the inner wall surface of the manhole, and then pouring cement concrete into the hollow space and shaping and hardening it while filling. As the number increases, there are many problems such as the construction becoming complicated and difficult.

本発明はかかる現状並びに管路のダクト口端部において
各管路の相互の間隔やマンホールの前記中空部との位置
関係及び管路寸法が規格化されていることに着目し、マ
ンホールとダクト口部との結合並びに管路の固定等を工
場にて予じめ製造された数種の規格ブロックの組合せや
積重ねにて行うことにより、工法の簡略化及び作業能率
の向上を図り、もって現場施工日数の大巾なる短縮を図
ることができるマンホール用プレハブダクトブロックを
提供せんとするものである。
The present invention focuses on the current situation and the fact that the mutual spacing of each conduit, the positional relationship with the hollow part of the manhole, and the conduit dimensions are standardized at the end of the duct mouth of the conduit, By combining and stacking several types of pre-manufactured standard blocks at the factory to connect sections and fix pipes, we simplify the construction method and improve work efficiency, making it possible to carry out on-site construction. It is an object of the present invention to provide a prefabricated duct block for manholes that can greatly reduce the number of days required.

以下図面にもとすき本考案の一実施例を説明すると、 本考案に係るマンホール用プレハブダクトブロックはそ
の使用材質がレジンコンクリート、合成樹脂酸いは硬質
ゴム等にて形成されてなるL型ダクトブロック1とT型
ダクトブロック6と生型ダクトブロック10とから構成
されている、尚、図中MHはマンホールを示し、mhは
このマンホールMHに設けられた管路にのダクト口端面
kに対応する矩形状の中空孔部を示す。
An embodiment of the present invention will be described below with reference to the drawings. The prefabricated duct block for manholes according to the present invention is an L-shaped duct made of resin concrete, synthetic resin acid, hard rubber, etc. It is composed of a block 1, a T-shaped duct block 6, and a green duct block 10. In the figure, MH indicates a manhole, and mh corresponds to the duct opening end face k of the conduit provided in this manhole MH. A rectangular hollow hole is shown.

2はL型ダクトブロック1に穿設された溝であって、こ
の溝2は管路にの口径に合致するH円状に形成され、3
は上記溝2の一端部に形成されたラッパ状の傾斜面を示
す。
2 is a groove bored in the L-shaped duct block 1, and this groove 2 is formed in an H-circle shape that matches the diameter of the pipe line;
indicates a trumpet-shaped inclined surface formed at one end of the groove 2.

4,4′はL型ダクトブロック1の外周平面部1a、1
bに穿設されてなるズレ防止用の凹部を夫々示す。
4 and 4' are outer peripheral flat parts 1a and 1 of the L-shaped duct block 1.
The recesses for preventing displacement formed in FIG.

尚このL型ダクトブロック1の外周平面部1a、lb、
IC,ldにはシール材を装填しL型ダクトブロック1
の強度を補強することができる。
In addition, the outer circumferential flat portions 1a, lb of this L-shaped duct block 1,
Load sealing material into IC and ld and install L-shaped duct block 1.
The strength of the material can be reinforced.

7,7′はT型ダクトブロック1に穿設された溝を示し
、これらの溝7,7′の夫々は管路にの口径に合致する
H円状に形成され、8,8′は溝7,7′の一端部に形
成されたラッパ状の傾斜面を夫々示す。
Reference numerals 7 and 7' indicate grooves bored in the T-shaped duct block 1. Each of these grooves 7 and 7' is formed into an H-circle shape that matches the diameter of the pipe, and 8 and 8' indicate grooves. The trumpet-shaped inclined surfaces formed at one ends of 7 and 7' are shown, respectively.

9はT型ダクトブロック6の平面部7aに穿設されてな
るズレ防止用の凹部を示す。
Reference numeral 9 indicates a recess formed in the plane portion 7a of the T-shaped duct block 6 to prevent displacement.

尚、このT型ダクトブロック6の外周平面部7a、 7
b、 7C。
Incidentally, the outer circumferential flat portions 7a, 7 of this T-shaped duct block 6
b, 7C.

7dにはシール材を装填してT型ダクトブロック6の強
度を補強することができる。
7d can be loaded with a sealing material to reinforce the strength of the T-shaped duct block 6.

11、11’、 11”、 11 ”は生型ダクトブロ
ック10に穿設された溝であって、これらの溝11.1
1’、 11″。
11, 11', 11'', 11'' are grooves bored in the green duct block 10, and these grooves 11.1
1', 11''.

11″の夫々は管路にの口径に合致するH円状に形成さ
れ、12.12’、 12”、 12 ”は溝11.1
1’、 11”。
11'' are each formed in an H-circle shape that matches the diameter of the pipe, and 12.12', 12'', and 12'' are grooves 11.1.
1', 11".

11〃′の一端部に形成されたラッパ状の傾斜面を夫々
示す。
A trumpet-shaped inclined surface formed at one end of 11' is shown.

尚、この生型ダクトブロック10の外周平面部10 a
、 10 b、 10 C,10dにはシール材を装填
して生型ダクトブロック10の強度を補強することもで
きる。
Incidentally, the outer circumferential flat part 10 a of this green duct block 10
, 10b, 10C, and 10d may be filled with a sealing material to reinforce the strength of the green duct block 10.

次に本考案に係る上記り型ダクトブロック1とT型ダク
トブロック6並びに生型ダクトブロック10を適用して
管路Kが9条の場合におけるマンホールMHと管路にの
ダクト口部にとの結合並びに固定する場合を第3図に基
づき説明すると、マンホールMHの矩形状の中空孔部m
hを縦横夫々4個の計16のブロックに区画し、この矩
形状の各角部にはL型ダクトブロック1を、矩形の辺に
相当しL型ダクトブロック1の間のブロックにはT型ダ
クトブロック6を、L型並びにT型ダクトブロックの1
と6に囲撓されている4ブロツクには生型ダクトブロッ
ク10を第3図々示のように順次バッキングを介して或
いは接着しながら積み上げてゆく。
Next, the above-mentioned type duct block 1, T-type duct block 6, and green type duct block 10 according to the present invention are applied to the manhole MH and the duct opening of the pipe when the pipe K has nine pipes. To explain the case of coupling and fixing based on FIG. 3, the rectangular hollow hole m of the manhole MH
H is divided into 16 blocks, 4 in length and width, and an L-shaped duct block 1 is placed at each corner of the rectangle, and a T-shaped duct block 1 is placed in the blocks between the L-shaped duct blocks 1 corresponding to the sides of the rectangle. The duct block 6 is one of the L-type and T-type duct blocks.
Green duct blocks 10 are stacked one after another on the four blocks surrounded by and 6 through backings or by gluing them together as shown in Figure 3.

この時り型ダクトブロック1とT型ダクトブロック6の
外周平面部即ちマンホールMHの中空孔部mhの辺に面
する平面部1a、1b、及び7aには凹部4,4′及び
9が穿設きれているため、この凹部4,4′及び9を介
して各ダクトブロックがズレる虞れは全くない。
Recesses 4, 4' and 9 are bored in the outer circumferential flat parts of the double-shaped duct block 1 and the T-shaped duct block 6, that is, the flat parts 1a, 1b, and 7a facing the side of the hollow hole mh of the manhole MH. Since the recesses 4, 4' and 9 are cut out, there is no risk of each duct block being displaced through the recesses 4, 4' and 9.

本考案は上述したように、地下に布設された管路の条数
に対応する中空孔部を有するマンホールの上記中空孔部
にL型ダクトブロック、T型ダクトブロック、生型ダク
トブロックを2路のダクト目端部に対応させて順次組み
合わせ積上げることができるため、作業能率の向上並び
に工法の簡易化を図ることができるとともに現場施工日
数の大巾なる短縮を図ることができ、また、本考案に係
る各種ダクトブロックは管路径が規格化されているため
工場において予じめ大量生産することができるため施工
費用も低減でき、さらには本考案に係る各種ダクトブロ
ックに穿設された溝の一端部にはラッパ状の傾斜面が延
設されているため従来の如く現場においてダクトソケッ
トを必要とせずにケーブル等を損傷させることなく折曲
等の施工を行うことができる等、幾多の有益なる効果を
奏する。
As described above, the present invention provides two routes of L-shaped duct blocks, T-shaped duct blocks, and green duct blocks in the hollow holes of a manhole that corresponds to the number of pipes laid underground. Since the ducts can be combined and stacked sequentially in correspondence with the ends of the ducts, it is possible to improve work efficiency and simplify the construction method, as well as to significantly shorten the number of construction days on site. Since the various duct blocks related to the invention have standardized pipe diameters, they can be mass-produced in advance at factories, reducing construction costs. One end has a trumpet-shaped inclined surface that extends, so there are many benefits such as making it possible to perform bending work on site without damaging cables, etc. without the need for a duct socket like in the past. It has a certain effect.

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

図面は本考案の一実施例を示すものであって、第1図は
レジンコンクリート製電気通信用マンホールの斜視図、
第2図A、 B、 Cは夫々孔型ダクトブロック、T型
ダクトブロック、生型ダクトブロックの斜視図、第3図
は管路が9条の場合の組立説明図、第4図は第3図I−
I線断面図である。 1・・・L型ダクトブロック、6・・・T型ダクトブロ
ック、10・・・生型ダクトブロック、MH・・・マン
ホール、mh・・・中空孔部、K・・・管路、k・・・
ダクト口端面。
The drawings show one embodiment of the present invention, and FIG. 1 is a perspective view of a manhole for telecommunications made of resin concrete;
Figures 2A, B, and C are perspective views of a hole-type duct block, a T-type duct block, and a raw type duct block, respectively; Figure 3 is an assembly explanatory diagram for a case where there are nine pipes; Figure I-
It is an I line sectional view. 1...L-shaped duct block, 6...T-shaped duct block, 10...green duct block, MH...manhole, mh...hollow hole, K...pipeline, k.・・・
Duct opening end.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 直方体に管路の口径に合致するに円状溝一本を穿設し、
この溝の一端部をラッパ状に形成してなるL型ダクトブ
ロックと、直方体に管路の口径に合致するh円状溝二本
を穿設し、これらの溝の一端部をそれぞれラッパ状に形
成してなるT型ダクトブロックと、直方体に管路の口径
に合致するに円状溝四本を穿設し、これらの溝の一端部
をそれぞれラッパ状に形成してなる生型ダクトブロック
と、から威るマンホール用プレハブダクトブロック。
Drill one circular groove in the rectangular parallelepiped to match the diameter of the pipe,
An L-shaped duct block is formed by forming one end of this groove into a trumpet shape, and two H-shaped circular grooves that match the diameter of the pipe are bored in the rectangular parallelepiped, and one end of each of these grooves is formed into a trumpet shape. A T-shaped duct block is formed by forming a T-shaped duct block, and a green duct block is formed by drilling four circular grooves in a rectangular parallelepiped to match the diameter of the pipe, and forming one end of each of these grooves into a trumpet shape. , a prefabricated duct block for manholes.
JP1978097094U 1978-07-14 1978-07-14 Prefabricated duct block for manhole Expired JPS5918832Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1978097094U JPS5918832Y2 (en) 1978-07-14 1978-07-14 Prefabricated duct block for manhole

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1978097094U JPS5918832Y2 (en) 1978-07-14 1978-07-14 Prefabricated duct block for manhole

Publications (2)

Publication Number Publication Date
JPS5515915U JPS5515915U (en) 1980-01-31
JPS5918832Y2 true JPS5918832Y2 (en) 1984-05-31

Family

ID=29031598

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1978097094U Expired JPS5918832Y2 (en) 1978-07-14 1978-07-14 Prefabricated duct block for manhole

Country Status (1)

Country Link
JP (1) JPS5918832Y2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101395387B1 (en) * 2007-09-27 2014-05-26 주식회사 케이티 Assembling type manhole using multi-divided segments and a method for installing said it

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS519929U (en) * 1974-07-08 1976-01-24

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS519929U (en) * 1974-07-08 1976-01-24

Also Published As

Publication number Publication date
JPS5515915U (en) 1980-01-31

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