JPH1189067A - Flexible jointing device of conduit orthogonally crossing special portion of c-c-box - Google Patents

Flexible jointing device of conduit orthogonally crossing special portion of c-c-box

Info

Publication number
JPH1189067A
JPH1189067A JP9241018A JP24101897A JPH1189067A JP H1189067 A JPH1189067 A JP H1189067A JP 9241018 A JP9241018 A JP 9241018A JP 24101897 A JP24101897 A JP 24101897A JP H1189067 A JPH1189067 A JP H1189067A
Authority
JP
Japan
Prior art keywords
shaped groove
groove body
pipe section
precast concrete
box
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.)
Granted
Application number
JP9241018A
Other languages
Japanese (ja)
Other versions
JP3011148B2 (en
Inventor
Koji Matsumoto
光二 松本
Keiichi Kobayashi
恵一 小林
Jiro Kondo
二郎 近藤
Motoya Sugiyama
基也 杉山
Yasuo Endo
泰男 遠藤
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.)
KOKEN IND CORP
Hakko Co Ltd
Koken Sangyo KK
Sumiken Concrete Kogyo KK
Original Assignee
KOKEN IND CORP
Hakko Co Ltd
Koken Sangyo KK
Sumiken Concrete 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 KOKEN IND CORP, Hakko Co Ltd, Koken Sangyo KK, Sumiken Concrete Kogyo KK filed Critical KOKEN IND CORP
Priority to JP9241018A priority Critical patent/JP3011148B2/en
Publication of JPH1189067A publication Critical patent/JPH1189067A/en
Application granted granted Critical
Publication of JP3011148B2 publication Critical patent/JP3011148B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Landscapes

  • Flanged Joints, Insulating Joints, And Other Joints (AREA)
  • Laying Of Electric Cables Or Lines Outside (AREA)

Abstract

PROBLEM TO BE SOLVED: To improve seismic-proof without breaking a conduit itself, a U-shaped duct and a connecting aperture, etc., by fully utilizing the flexibility of buffer layer, buffering vibration, deviation or the like resulting from an external pressure applied on the conduit orthogonally crossing the special portion. SOLUTION: A U-shaped duct 3 in the constant width is installed at the external side portion of a connecting aperture 2 provided at the coupling sidewall of the special portion 1 of a C.C.BOX and the end of a conduit 7 of a single layer or stacked layers in the desired number are placed at the bottom portion of the U-shaped duct 3 via a cushion member (6). Moreover, a precast concrete plate 8 in the predetermined thickness is arranged vertically with the distribution of a gap (10) for the predetermined filling member to the end surface of the conduit 7, a soft material filling member 11 is supplied to this gap (10) for the filling member to form a buffer layer 11' and the U-shaped groove is covered with the precast concrete cover plate (12) to form a flexible jointing device.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】この発明は所謂C・C・BO
Xと呼ばれる電線共同溝(多孔管路部)にあって、道路
等を横切るためのC・C・BOX特殊部と直交する管路
部の可撓性継手装置に関するものである。
TECHNICAL FIELD The present invention relates to a so-called CCBO.
The present invention relates to a flexible joint device of a pipe section which is located in a wire common groove (a perforated pipe section) called X and is orthogonal to a C / C / BOX special section for crossing a road or the like.

【0002】[0002]

【従来の技術】従来知られている地中埋設の電線共同溝
態様となるC・C・BOX特殊部と直交し道路を横切る
などする管路部の接続手段としては、例えば、C・C・
BOX特殊部の連結側壁に開口を設け、ここに分岐用と
するプレキャストコンクリート製の管路部を単に直接挿
入してコンクリートを巻き立てる方法とか、C・C・B
OX特殊部の連結側壁にダクトスリーブを埋め込むと共
に、管路部の端面にも接続用スリーブを埋め込んだ端版
を取付けて、両者を連結管にて接続する方法糖がある。
2. Description of the Related Art Conventionally, as a means for connecting a pipe section which crosses a road at right angles to a special section of a C.C.BOX which is a common groove form of underground buried electric wires, for example, a C.C.
An opening is provided in the connection side wall of the BOX special section, and a pipe section made of precast concrete for branching is simply inserted directly and a concrete is rolled up.
There is a method in which a duct sleeve is embedded in the connection side wall of the OX special part, and an end plate in which the connection sleeve is embedded is attached also to the end face of the pipe section, and both are connected by a connection pipe.

【0003】[0003]

【発明が解決しようとする課題】しかし、上記の如くC
・C・BOX特殊部と直交する管路部が交差点位置など
の道路を横切る管路部にあっての分岐接続を、単に固定
形状とする態様では、必然的に地上を走行する自動車等
の荷重に起因する沈下量が異なり接続部に応力が働き、
また地震の振動又は地面のずれ等を受けるなどの場合、
C・C・BOX特殊部と管路部間に伸び,ずれ手段がな
いと、継手部分に亀裂,破損(割れ)を招くものであ
り、長期使用に絶え得ないものである。特に、地震対策
が叫ばれる昨今にあっては問題が残る。即ち、今までの
管路部の継手にあっては耐震性能の向上を図る構成まで
に至っていなかった。
However, as described above, C
・ In a mode in which the branch connection at the pipeline section crossing the road at the intersection or the like perpendicular to the C.BOX special section is simply a fixed shape, the load of an automobile or the like running on the ground is inevitably loaded. The amount of settlement caused by the difference causes stress to act on the connection,
In addition, in the case of receiving the vibration of the earthquake or the displacement of the ground,
If there is no elongation or displacement means between the C / C / BOX special section and the pipe section, cracks and breaks (cracks) are caused in the joints, which cannot be continued for long-term use. The problem remains, especially in recent years when earthquake measures are called for. That is, conventional pipe joints have not yet reached a configuration for improving the seismic performance.

【0004】本発明は上記実情に鑑み、交差点位置等の
道路を横切る管路部端をC・C・BOX特殊部に直接差
し込まず、該特殊部の外側に突設状となるU字溝体に載
置し、且つ管路部周囲に軟質系充填材層を所定厚さ分を
設け耐震性構造とすることで、上記課題を解決するC・
C・BOX特殊部と直交する管路部の可撓性継手装置を
提供することを目的としたものである。
SUMMARY OF THE INVENTION In view of the above circumstances, the present invention does not directly insert the end of a pipe section crossing a road at an intersection or the like into a C / C / BOX special portion, but forms a U-shaped groove projecting outside the special portion. The above-mentioned problems can be solved by placing a soft filler layer around the pipe section with a predetermined thickness to provide an earthquake-resistant structure.
It is an object of the present invention to provide a flexible joint device of a pipe section orthogonal to a C-BOX special section.

【0005】[0005]

【課題を解決するための手段】本発明は、道路等を横切
る地中埋設となるC・C・BOX特殊部と直交するプレ
キャストコンクリート製管路部において、C・C・BO
X特殊部の連結側壁に設けた接続用開口の外側部に一定
幅のU字溝体を設置し、該U字溝体の底部にクッション
材を介し適宜個数の単層又は積層となる管路部端を載置
すると共に、前記管路部とU字溝体の横断面方向の内空
部分に所定厚のプレキャストコンクリート版を、管路部
端面とに所定の充填材用間隙を配する縦配設とし、この
充填材用間隙に軟質系充填材を充填し緩衝層を形成し、
且つ前記U字溝体にプレキャストコンクリート製蓋版を
被せるようにしたものである。
SUMMARY OF THE INVENTION The present invention relates to a precast concrete pipe section orthogonal to a C.C.BOX special section which is buried underground across a road or the like, and has a C.C.BO section.
A U-shaped groove body having a fixed width is installed on the outer side of the connection opening provided on the connection side wall of the X special part, and an appropriate number of single-layer or laminated pipe lines are provided at the bottom of the U-shaped groove body via a cushion material. While placing the pipe end, a vertical length of a precast concrete slab having a predetermined thickness is disposed in the hollow portion of the pipe section and the U-shaped groove body in the cross-sectional direction, and a predetermined filler gap is disposed between the pipe section end face. Arrangement, filling the gap for this filler with a soft filler to form a buffer layer,
In addition, the U-shaped groove body is covered with a precast concrete lid plate.

【0006】この場合、U字溝体に対する管路部端の載
置位置が、C・C・BOX特殊部とに一定間隔を隔てた
位置である。
In this case, the mounting position of the end of the pipe portion with respect to the U-shaped groove body is a position spaced apart from the C / C / BOX special portion by a fixed distance.

【0007】また、クッション材が、ゴム発泡体であ
る。
[0007] The cushion material is a rubber foam.

【0008】更に、軟質系充填材が、二液混合常温硬化
型の軟質系充填材としてなる。
[0008] Further, the soft filler becomes a two-component mixed cold curing type soft filler.

【0009】この様に、C・C・BOX特殊部と直交す
る管路部の接続が、C・C・BOX特殊部の連結側壁に
設けたU字溝体に適宜個数の道路を横切る管路部端をク
ッション材を介して載置し、且つ管路部端面とU字溝体
間に縦配置するプレキャストコンクリート版で形成した
充填材用間隙に、二液混合常温硬化型の軟質系充填材を
流し込み緩衝層となる可撓性継手を構成するため、道路
を横切る埋設の管路部にあって、自動車等の荷重に起因
する振動や、地震に起因する振動又はずれを継手部分に
受けても、この管路部端は、U字溝体の枠内にあってク
ッション材と軟質系充填材の囲繞となる緩衝層で把持さ
れ可撓性継手となり、前記の振動は緩衝され、また長手
方向のずれも緩衝されるものとなり、管路部本体やU字
溝体に割れを生じない。
As described above, the connection of the pipe section orthogonal to the C / C / BOX special section is made by connecting the appropriate number of pipes to the U-shaped groove provided on the connecting side wall of the C / C / BOX special section. A two-component, room-temperature-curing, soft filler is placed in the gap for the filler formed of a precast concrete slab in which the end is placed via a cushion material and is vertically arranged between the end face of the pipeline and the U-shaped groove body. In order to form a flexible joint that serves as a buffer layer, the joint part receives vibration caused by the load of automobiles and the like or vibration or displacement caused by an earthquake in the buried pipe section that crosses the road. Also, the end of the pipe portion is in the frame of the U-shaped groove body, is gripped by a buffer layer surrounding the cushioning material and the soft filler, and forms a flexible joint. The deviation in the direction is also buffered, causing cracks in the pipe body and U-shaped groove. There.

【0010】また、この場合U字溝体に対する管路部の
載置位置(接続部)に一定間隔(クリアランス)を設け
ているため、C・C・BOX特殊部側からのケーブル配
置作業の簡略化につながる。
Also, in this case, since a fixed interval (clearance) is provided at the mounting position (connection portion) of the conduit portion with respect to the U-shaped groove body, the work of arranging cables from the C / C / BOX special portion side is simplified. Will lead to

【0011】また、軟質系充填材は二液混合常温硬化型
となる充填材を用いるため、施工が容易となる。
Further, since the soft filler is a two-component mixture cold-setting filler, the construction is easy.

【0012】[0012]

【発明の実施の形態】以下、本発明のC・C・BOX特
殊路と直交する管路部の可撓性継手装置を実施例の図に
基づいて説明すれば、次の通りである。
BRIEF DESCRIPTION OF THE DRAWINGS FIG. 1 is an exploded perspective view of a flexible joint device of a pipe section orthogonal to a CC special box according to an embodiment of the present invention.

【0013】図1乃至図6は多孔管路部を4個、U字溝
体にその外形に応じ適宜積み重ねた実施例を示す。1は
交差点位置などの如く道路に埋設される管路部を分岐す
るためのC・C・BOX特殊部で、該C・C・BOX特
殊部1の連結側壁1aに設けた接続用開口2の外側に、
一定幅のU字溝体3を基礎部4に載置の設置とする。5
はU字溝体3をC・C・BOX特殊部1側に固定するボ
ルトと係止板よりなる取付具である。6はU字溝体3の
底部3aに敷設する適宜厚さのゴム発泡体等よりなるク
ッション材(例えば、10mm〜30mm厚)で、該クッシ
ョン材6の上面に適宜個数のプレキャストコンクリート
製管路部7の端部7aを、U字溝体3の溝幅に応じ単層
又は積層状態(図示にあって、中央を2段に左右を1
段)とし載置し、且つ前記管路部7群の外周の溝内に構
成される内空部分3bにあって横断面方向に所定厚hを
もつプレキャストコンクリート版8を、U字溝体3の両
内壁3cより取付具9をもって突設し管路部7の面とに
所定の充填材用間隙10(例えば、20mm〜30mm幅)
を設けるよう縦配設とする。11は前記管路部7群の外
周の充填材用間隙10に充填する二液混合常温硬化型の
軟質系充填材で、該軟質系充填材11にて緩衝層11′
が形成される。12はU字溝体3の上面に蓋をし前記プ
レキャストコンクリート版8の抑えを兼ねるプレキャス
トコンクリート製蓋版であり、これら前記全体の構成で
可撓性継手装置13となる。14はU字溝体3と蓋版1
2を係止する取付具を示す。
FIGS. 1 to 6 show an embodiment in which four perforated pipe sections are appropriately stacked in a U-shaped groove body according to the outer shape. Reference numeral 1 denotes a CC box special part for branching a pipe section buried in a road, such as an intersection position, and a connection opening 2 provided in a connection side wall 1a of the CC box special part 1. Outside,
The U-shaped groove body 3 having a constant width is placed on the base 4. 5
Is a fixture comprising a bolt and a locking plate for fixing the U-shaped groove body 3 to the CC special box 1 side. Reference numeral 6 denotes a cushion material (for example, 10 mm to 30 mm thick) formed of a rubber foam or the like having an appropriate thickness to be laid on the bottom 3 a of the U-shaped groove body 3. The end portion 7a of the portion 7 is formed in a single layer or a laminated state (in the drawing, the center is two steps and the right and left
The precast concrete slab 8 having a predetermined thickness h in the cross-sectional direction in the inner space portion 3b formed in the groove on the outer periphery of the group of pipes 7 is mounted on the U-shaped groove body 3 And a predetermined filler gap 10 (e.g., 20 mm to 30 mm width) between the inner wall 3c and the surface of the pipe portion 7 with the fixture 9 protruding from both inner walls 3c.
Are installed vertically. Numeral 11 denotes a two-component mixed room temperature hardening type soft filler which fills the filler gap 10 on the outer periphery of the pipe section 7 group. The soft filler 11 forms a buffer layer 11 '.
Is formed. Reference numeral 12 denotes a precast concrete lid plate that covers the upper surface of the U-shaped groove body 3 and also serves to suppress the precast concrete plate 8, and the flexible joint device 13 has the above overall configuration. 14 is a U-shaped groove body 3 and a lid plate 1
2 shows a fixture for locking 2;

【0014】いまこの作用を説明すると、先ず、この可
撓性継手装置13の構築としては、道路の交差点位置等
に臨むC・C・BOX特殊部1における連結側壁1aの
接続用開口2の外側に一定幅のU字溝体3を直交配置と
する。この場合、U字溝体3端は適宜箇所を取付具5を
もって連結側壁1aに固定する。
Now, the operation will be described. First, as the construction of the flexible joint device 13, the outside of the connection opening 2 of the connection side wall 1a in the C / C / BOX special portion 1 facing the intersection position of the road and the like. The U-shaped groove body 3 having a constant width is arranged orthogonally. In this case, the end of the U-shaped groove body 3 is appropriately fixed to the connecting side wall 1a with the fixture 5.

【0015】ここにおいて、道路幅に応じる長さに設定
したプレキャストコンクリート製管路部7の端部7aを
搬入し、U字溝体3の底部3aに予め敷設したゴム発泡
体のクッション材6上に、この管路部7の断面形状に応
じて単層又は積層状態に載置する。また、このとき、管
路部7の端部7aの載置位置は、連結側壁1aの接続用
開口2から一定の間隔s(例えば、200mm)を隔てた
セットとし、ケーブル(図示せず)を曲げて挿入する作
業性を良好としておく。
Here, the end portion 7a of the precast concrete pipe portion 7 set to a length corresponding to the road width is carried in, and the rubber foam cushion material 6 previously laid on the bottom 3a of the U-shaped groove body 3 is placed on the end portion 7a. Then, it is placed in a single layer or a laminated state according to the cross-sectional shape of the pipe section 7. At this time, the mounting position of the end portion 7a of the pipe section 7 is set as a set at a fixed interval s (for example, 200 mm) from the connection opening 2 of the connection side wall 1a, and a cable (not shown) is used. The workability of bending and inserting should be good.

【0016】次に、U字溝体3に載置した管路部7の外
周部に構成されるU字溝体3の内空部分3bに、この内
空部分3bに対応する形状をもつた所定厚のプレキャス
トコンクリート版8を、U字溝体3の内壁3cより取付
具9をもって仕切り状に縦配設し、管路部7の外周面と
に一定の充填材用間隙10を形成する。このとき、充填
材用間隙10の中央上端部分を充填用開放口10aとし
て残す。
Next, the inner space 3b of the U-shaped groove 3 formed on the outer periphery of the conduit 7 mounted on the U-shaped groove 3 has a shape corresponding to the inner space 3b. A precast concrete slab 8 having a predetermined thickness is vertically arranged in a partition shape from the inner wall 3 c of the U-shaped groove body 3 with a fixture 9, and a fixed filler gap 10 is formed with the outer peripheral surface of the pipe portion 7. At this time, the central upper end portion of the filler gap 10 is left as the filling opening 10a.

【0017】この後、U字溝体3内に載置された管路部
7群の周囲の充填材用間隙10に二液混合常温硬化型の
軟質系充填材11を流し込む充填とし、硬化させ一定幅
(プレキャストコンクリート版厚さh、例えば150mm
幅)の緩衝層11′を形成する。但し、軟質系充填材1
1の充填作業に当たっては、充填材用間隙10の両脇部
分に、予め管路部7面より一定幅の仕切枠15を起立さ
せ充填材11が外方に漏れなくしておくものである。
Thereafter, a two-component mixed room temperature hardening type soft filler 11 is poured into the filler gap 10 around the group of conduits 7 placed in the U-shaped groove body 3, and is cured. Constant width (precast concrete slab thickness h, for example 150 mm
(Width) of the buffer layer 11 '. However, soft filler 1
In the filling operation of (1), a partition frame 15 having a fixed width from the surface of the pipe section 7 is erected in advance on both sides of the filler gap 10 so that the filler 11 does not leak outside.

【0018】最後に、U字溝体3の上面にプレキャスト
コンクリート製蓋版12を被せ取付具14で固定すれば
可撓性継手装置13の構築が完了する。この場合、プレ
キャストコンクリート版8の上面と軟質系充填材11の
上面は蓋版12で抑えられる構成となる。
Finally, the construction of the flexible joint device 13 is completed by covering the upper surface of the U-shaped groove body 3 with the lid plate 12 made of precast concrete and fixing it with the fixture 14. In this case, the upper surface of the precast concrete plate 8 and the upper surface of the soft filler 11 are configured to be suppressed by the cover plate 12.

【0019】ここで、道路に埋設された管路部7には、
自動車等の重量物の通過により歩道側に比して沈下量が
異なり、それに起因して接続部に振動,ずれ等となって
現れる。しかし、この分岐接続部となる管路部7の端部
7aには、周囲にゴム発泡体のクッション材6と軟質系
充填材11とで一種の緩衝層11′が構成され、可撓機
能を発揮するため、振動,ずれ等の動きが吸収されるの
でU字溝体3の溝面やC・C・BOX特殊部1の接続用
開口2などに破損を招かない。この可撓機能が一種の耐
震性機能ともなる。
Here, the pipe section 7 buried in the road includes:
Due to the passage of heavy objects such as automobiles, the amount of settlement differs from the sidewalk side, and as a result, vibrations and deviations appear at the connection parts. However, at the end 7a of the pipe 7 serving as the branch connection, a kind of buffer layer 11 'is formed around the cushioning material 6 made of rubber foam and the soft filler 11 so as to provide a flexible function. Since the movements such as vibration and displacement are absorbed, the groove surface of the U-shaped groove body 3 and the connection opening 2 of the C / C / BOX special portion 1 are not damaged. This flexibility function is also a kind of earthquake-resistant function.

【0020】但し、U字溝体3の形状は、幅を一定と
し、高さを使用する管路部7の断面形状に応じて変える
ように設定すれば作業性がよくなる。
However, the workability is improved by setting the shape of the U-shaped groove body 3 so that the width is constant and the height is changed according to the cross-sectional shape of the pipe portion 7 to be used.

【0021】[0021]

【発明の効果】上述の様に、本発明のC・C・BOX特
殊部と直交する管路部の可撓性継手装置は、特殊部の接
続用開口に設置したU字溝体に適宜個数の管路部端部を
載置の支持とし、且つ管路部端部の周囲をクッション材
と軟質系充填材で囲み一種の緩衝層を形成するため、該
緩衝層が可撓機能を発揮するものとなり、特殊部に直交
の管路部に受ける外圧に起因する振動,ずれ等が緩衝さ
れ、管路部自体,U字溝体,接続用開口などに破損を招
かず、且つ耐震性能の向上が図られる。
As described above, the flexible joint device of the pipe section orthogonal to the C / C / BOX special section of the present invention is appropriately provided in the U-shaped groove body installed in the connection opening of the special section. The end of the pipe portion is used as a support for mounting, and the end of the pipe portion is surrounded by a cushion material and a soft filler to form a kind of buffer layer, so that the buffer layer exhibits a flexible function. Vibration and misalignment caused by external pressure applied to the pipe section orthogonal to the special section are buffered, and the pipe section itself, U-shaped groove body, connection opening, etc. are not damaged, and the seismic performance is improved. Is achieved.

【0022】また、U字溝体に対する管路部端部の載置
を接続用開口より一定距離を隔てたセット位置としてな
るため、C・C・BOX特殊部側から導くケーブルの屈
曲案内が容易となりケーブル敷設の作業性が向上(簡略
化)し、作業環境の改善が図られる。このことは、ダク
トスリーブを用いた接続方向に比べ、コストが低減でき
る。
Further, since the mounting of the end of the conduit portion to the U-shaped groove is set at a fixed distance from the connection opening, the bending guide of the cable guided from the CC, BOX special portion side is easy. The workability of cable laying is improved (simplified), and the work environment is improved. This can reduce the cost as compared with the connection direction using the duct sleeve.

【0023】更に、所定厚の軟質系充填材を得るための
充填用間隙を、U字溝体側から突出するプレキャストコ
ンクリート版をもって形成するため、確実な間隙が配さ
れ、且つ軟質系充填材の幅をプレキャストコンクリート
版厚としてなるため、簡単に管路部の外形に見合った帯
状軟質系充填材が形成され、現場施工に適する。しか
も、軟質系充填材は二液混合常温硬化型の軟質系充填材
を用いるため、現場混合ができ、充填作業の良好で取扱
いも容易となる。また、このU字溝体は幅を一定とし管
路部の載置個数に応じて高さだけを変えるようにすれ
ば、利用勝手も上がる等の効果を奏する。
Further, since a filling gap for obtaining a soft filler having a predetermined thickness is formed by a precast concrete slab protruding from the U-shaped groove body side, a reliable gap is provided and the width of the soft filler is provided. As a precast concrete slab, a strip-shaped soft filler material suitable for the outer shape of the pipeline is easily formed, which is suitable for on-site construction. In addition, since the soft filler is a two-component mixed-room-temperature-curable soft filler, mixing can be performed on site, and the filling operation is good and the handling is easy. In addition, if the U-shaped groove body has a constant width and is changed only in height in accordance with the number of pipes to be mounted, there is an effect that the usability is improved.

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

【図1】本発明のC・C・BOX特殊部と直交する管路
部の可撓性継手装置の一実施例の要部を示す平面図であ
る。
FIG. 1 is a plan view showing a main part of an embodiment of a flexible joint device of a pipe section orthogonal to a CC special section according to the present invention.

【図2】同側面図である。FIG. 2 is a side view of the same.

【図3】図2A−A線における管路部の断面図である。FIG. 3 is a cross-sectional view of a pipe section taken along the line AA of FIG. 2;

【図4】C・C・BOX特殊部にあって連結側壁の接続
用開口に臨むU字溝体に管路部を載置する平面図であ
る。
FIG. 4 is a plan view showing a conduit section placed in a U-shaped groove body facing a connection opening of a connection side wall in a special section of a CC box.

【図5】同要部を示す側面図である。FIG. 5 is a side view showing the essential part.

【図6】U字溝体に載置した管路部の周囲に軟質系充填
材を充填する説明で、(A)はU字溝体の底部にクッシ
ョン材を介し管路部を載置し、充填材用間隙を形成する
ためのプレキャストコンクリート版を配設した正面図で
あり、(B)は同充填材用間隙に軟質系充填材を充填し
プレキャストコンクリート製蓋版を被せた正面図であ
る。
FIG. 6 is an explanatory view of filling a soft filler material around a pipe portion placed in a U-shaped groove body. FIG. 6A is a diagram in which a pipe portion is placed at the bottom of a U-shaped groove body via a cushion material. FIG. 3B is a front view in which a precast concrete plate for forming a filler gap is disposed, and FIG. 3B is a front view in which a soft filler is filled in the filler gap and a precast concrete lid plate is covered. is there.

【符号の説明】[Explanation of symbols]

1 C・C・BOX特殊部 2 接続用開口 3 U字溝体 3a 同底部 6 クッション材 7 プレキャストコンクリート製管路部 7a 同端部 8 プレキャストコンクリート版 10 充填材用間隙 11 軟質系充填材 12 プレキャストコンクリート製蓋版 DESCRIPTION OF SYMBOLS 1 C / C / BOX special part 2 Connection opening 3 U-shaped groove body 3a Same bottom part 6 Cushion material 7 Precast concrete pipe part 7a Same end part 8 Precast concrete plate 10 Filler gap 11 Soft filler 12 Precast Concrete lid plate

───────────────────────────────────────────────────── フロントページの続き (72)発明者 小林 恵一 東京都新宿区歌舞伎町2丁目2番15号 住 建コンクリート工業株式会社内 (72)発明者 近藤 二郎 東京都新宿区歌舞伎町2丁目2番15号 住 建コンクリート工業株式会社内 (72)発明者 杉山 基也 東京都新宿区歌舞伎町2丁目2番15号 住 建コンクリート工業株式会社内 (72)発明者 遠藤 泰男 東京都目黒区鷹番1丁目10番6号 株式会 社ハッコー内 ──────────────────────────────────────────────────続 き Continuing on the front page (72) Inventor Keiichi Kobayashi 2-2-1-15 Kabuki-cho, Shinjuku-ku, Tokyo Residence within Kenken Concrete Industry Co., Ltd. (72) Inventor Jiro Kondo 2-2-2 Kabuki-cho, Shinjuku-ku, Tokyo No. 15 Inside Sumiken Concrete Industry Co., Ltd. (72) Inventor Motoya Sugiyama 2-2-1 Kabukicho, Shinjuku-ku, Tokyo Inside Sumiken Concrete Industry Co., Ltd. (72) Inventor Yasuo Endo 1-1, Takaban, Meguro-ku, Tokyo No. 10-6 Inside Hako Co., Ltd.

Claims (4)

【特許請求の範囲】[Claims] 【請求項1】 道路等を横切る地中埋設となるC・C・
BOX特殊部と直交するプレキャストコンクリート製管
路部において、C・C・BOX特殊部の連結側壁に設け
た接続用開口の外側部に一定幅のU字溝体を設置し、該
U字溝体の底部にクッション材を介し適宜個数の単層又
は積層となる管路部端を載置すると共に、前記管路部と
U字溝体の横断面方向の内空部分に所定厚のプレキャス
トコンクリート版を、管路部端面とに所定の充填材用間
隙を配する縦配設とし、この充填材用間隙に軟質系充填
材を充填し緩衝層を形成し、且つ前記U字溝体にプレキ
ャストコンクリート製蓋版を被せることを特徴とするC
・C・BOX特殊部と直交する管路部の可撓性継手装
置。
1. C.C. to be buried underground across roads, etc.
In a precast concrete pipe section orthogonal to the BOX special section, a U-shaped groove body having a constant width is installed outside a connection opening provided in a connection side wall of the CC special box, and the U-shaped groove body is provided. A suitable number of single-layer or laminated pipe section ends are placed on the bottom of the pipe via a cushion material, and a predetermined thickness of a precast concrete plate is placed on the inner space of the pipe section and the U-shaped groove body in the cross-sectional direction. Is a vertical arrangement in which a predetermined filler gap is arranged with the end of the pipe section, a soft filler is filled in the filler gap to form a buffer layer, and the U-shaped groove body is precast concrete. C characterized by being covered with a lid plate
・ Flexible joint device for pipe section orthogonal to C.BOX special section.
【請求項2】 U字溝体に対する管路部端の載置位置
が、C・C・BOX特殊部とに一定間隔を隔てた位置で
ある請求項1記載のC・C・BOX特殊部と直交する管
路部の可撓性継手装置。
2. The C.C.BOX special part according to claim 1, wherein the mounting position of the end of the pipe portion with respect to the U-shaped groove body is a position spaced apart from the C.C.BOX special part by a fixed distance. A flexible joint device for a perpendicular pipe section.
【請求項3】 クッション材が、ゴム発泡体である請求
項1記載のC・C・BOX特殊部と直交する管路部の可
撓性継手装置。
3. The flexible joint device according to claim 1, wherein the cushion material is a rubber foam.
【請求項4】 軟質系充填材が、二液混合常温硬化型の
軟質系充填材である請求項1記載のC・C・BOX特殊
部と直交する管路部の可撓性継手装置。
4. The flexible joint device according to claim 1, wherein the soft filler is a two-pack mixed room-temperature-curable soft filler.
JP9241018A 1997-09-05 1997-09-05 Flexible joint device of pipe section orthogonal to CC special section Expired - Fee Related JP3011148B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP9241018A JP3011148B2 (en) 1997-09-05 1997-09-05 Flexible joint device of pipe section orthogonal to CC special section

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP9241018A JP3011148B2 (en) 1997-09-05 1997-09-05 Flexible joint device of pipe section orthogonal to CC special section

Publications (2)

Publication Number Publication Date
JPH1189067A true JPH1189067A (en) 1999-03-30
JP3011148B2 JP3011148B2 (en) 2000-02-21

Family

ID=17068119

Family Applications (1)

Application Number Title Priority Date Filing Date
JP9241018A Expired - Fee Related JP3011148B2 (en) 1997-09-05 1997-09-05 Flexible joint device of pipe section orthogonal to CC special section

Country Status (1)

Country Link
JP (1) JP3011148B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108777470A (en) * 2018-08-22 2018-11-09 建华建材(中国)有限公司 A kind of cable duct bank and its construction method

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108777470A (en) * 2018-08-22 2018-11-09 建华建材(中国)有限公司 A kind of cable duct bank and its construction method

Also Published As

Publication number Publication date
JP3011148B2 (en) 2000-02-21

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