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JP2681866B2 - Bogie used for plumbing method - Google Patents
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JP2681866B2 - Bogie used for plumbing method - Google Patents

Bogie used for plumbing method

Info

Publication number
JP2681866B2
JP2681866B2 JP14551993A JP14551993A JP2681866B2 JP 2681866 B2 JP2681866 B2 JP 2681866B2 JP 14551993 A JP14551993 A JP 14551993A JP 14551993 A JP14551993 A JP 14551993A JP 2681866 B2 JP2681866 B2 JP 2681866B2
Authority
JP
Japan
Prior art keywords
tunnel
pipe
carriage
base plate
pedestal
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 - Fee Related
Application number
JP14551993A
Other languages
Japanese (ja)
Other versions
JPH06331060A (en
Inventor
保彦 大橋
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.)
Aron Kasei Co Ltd
Original Assignee
Aron Kasei Co Ltd
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 Aron Kasei Co Ltd filed Critical Aron Kasei Co Ltd
Priority to JP14551993A priority Critical patent/JP2681866B2/en
Publication of JPH06331060A publication Critical patent/JPH06331060A/en
Application granted granted Critical
Publication of JP2681866B2 publication Critical patent/JP2681866B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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  • Electric Cable Installation (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】 本発明は隧道内に複数本の管体
を配管する工法 使用される台車に関するものである。
The present invention relates to relates to a carriage for use in method for pipe a plurality of pipes into the tunnel.

【0002】[0002]

【発明の背景】 地中に電線、通信線、光ファイバー等
を被覆する被覆管のような管体を配管する場合には、例
えばシールド工法等によって隧道を掘削し、該隧道にコ
ンクリート壁を張設し、その中に管体を配管する工法が
採られている。
BACKGROUND ART When a pipe body such as a covering pipe for covering an electric wire, a communication line, an optical fiber or the like is laid in the ground, a tunnel is excavated by, for example, a shield construction method, and a concrete wall is stretched on the tunnel. However, a construction method in which a pipe is piped is adopted.

【0003】[0003]

【従来の技術】 従来は図5に示すように上記隧道(1)
の最上部にレール(2) を敷設し、該レール(2) から吊下
げたロープ(3) によって管台(4) に集束した複数本の管
体(5) を支持し、該ロープ(3) を介してレール(2) によ
ってガイドしつゝ該管体(5) を隧道(1) 内を移動させる
方法、あるいは図6に示すように隧道(1) の底部にコン
クリート(6) を盛って上面を平にし、その上に管台(4)
に集束した複数本の管体(5) を乗架した台車(7) を走ら
せる方法が採られていた。
2. Description of the Related Art Conventionally, as shown in FIG.
The rail (2) is laid on the top of the rail (2), and the rope (3) suspended from the rail (2) supports a plurality of tube bodies (5) that are focused on the nozzle (4), and the rope (3) ) Via a rail (2) to move the pipe (5) in the tunnel (1), or as shown in Fig. 6, place concrete (6) on the bottom of the tunnel (1). Flatten the upper surface, and stub (4) on it
A method of running a trolley (7) on which a plurality of pipes (5) that are focused on each other are placed was adopted.

【0004】[0004]

【発明が解決しようとする課題】 しかしながら図5に
示す方法では、ロープ(3) の強度によって支持する管体
(5) および管台(4) の重量が制限され、またロープ(3)
に管体(5) および管台(4) を吊るす作業も危険性を伴い
隧道(1) 内を移動させる際に管体(5) がローリングする
など困難なものであり、図6に示す方法では隧道(1) の
底部にコンクリート(6) を盛る手間のかゝる作業が必要
となる。
However, in the method shown in FIG. 5, the tube body supported by the strength of the rope (3) is used.
The weight of the (5) and the nozzle (4) is limited, and the rope (3)
The operation of suspending the pipe body (5) and the nozzle base (4) is also dangerous and it is difficult to move the pipe body (5) in the tunnel (1). In that case, it takes a lot of work to put concrete (6) on the bottom of the tunnel (1).

【0005】[0005]

【課題を解決するための手段】 本発明は上記従来の課
題を解決するための手段として、集束された複数本の管
体(5A,5B) を台車(8) に乗架して断面円形の隧道(1) 内
を移動させて配管する配管工法に使用される台車(8) で
って、該台車(8) は台板(8A)と、該台板(8A)から差出
されるキャスター(8B)と、台板(8A)上に設けられる囲み
枠(8C)と、該囲み枠(8C)の四隅から差出され伸縮可能な
支柱(8D)とからなる配管工法に使用される台車を提供す
るものである。
Means for Solving the Problems As a means for solving the above-mentioned conventional problems, the present invention mounts a plurality of bundled pipe bodies (5A, 5B) on a carriage (8) and has a circular cross section. With a trolley (8) used for the piping method of moving and piping inside the tunnel (1)
I Oh,該台wheel (8) is a base plate and (8A), and casters (8B) which Sashidesa from該台plate (8A), surrounding frame provided on the base plate (8A) and (8C), the The present invention provides a trolley for use in a piping construction method , which comprises a support frame (8D) that is extended from the four corners of a surrounding frame (8C) and can be expanded and contracted.

【0006】[0006]

【作用】 複数本の管体(5A,5B) を管台(4A,4B) に集束
して台車(8) に乗架させ、該台車(8) の囲み枠(8C)の支
柱(8D)を伸縮して隧道(1) の周壁(1A)に当接させ、該台
車(8) をキャスター(8B)を介して隧道(1) 内を移動させ
る。該台車(8) のキャスター(8B)および囲み枠(8C)の支
柱(8D)は隧道(1) の周壁(1A)に当接して台車(8) の左右
の揺動を阻止する。台車(8) の強度を高めることは容易
であって、大重量の管体(5A,5B) および管台(4A,4B) に
耐える。
[Operation] A plurality of pipes (5A, 5B) are bundled on a pipe base (4A, 4B) and mounted on a carriage (8), and a pillar (8D) of a frame (8C) of the carriage (8) Is stretched and brought into contact with the peripheral wall (1A) of the tunnel (1), and the carriage (8) is moved in the tunnel (1) via the casters (8B). The casters (8B) of the carriage (8) and the columns (8D) of the surrounding frame (8C) contact the peripheral wall (1A) of the tunnel (1) to prevent the carriage (8) from swinging left and right. It is easy to increase the strength of the dolly (8) and it can withstand heavy pipes (5A, 5B) and pipe stubs (4A, 4B).

【0007】[0007]

【実施例】 本発明を図1〜図4に示す一実施例によっ
て説明すれば、(1) は地盤G内に削設された隧道であ
り、コンクリート周壁(1A)が囲設されている。(8) は台
車であり台板(8A)と、該台板(8A)の下面左右両側から差
出され下端にローラー(81B) を取付けたキャスター(8B)
と、該台板(8A)上に組まれる囲み枠(8C)と、該囲み枠(8
C)の四隅から差出される支柱(8D)とからなり、該囲み枠
(8C)は両側枠(81C) と上枠(82)C とからなり、該キャス
ター(8B)は隧道(1) のコンクリート周壁(1A)に当接し、
該支柱(8D)は図4に示すように内部に螺溝を有する基管
(81D) と、該基管(81D) に螺着される螺杆(82D) と、該
螺杆(82D) の先端部に取付けられているベアリング(83
D) とからなり、該螺杆(82D) の基管(81D) に対する螺
入度によって該支柱(8D)の長さを調節して該支柱(8D)の
ベアリング(83D) が隧道(1) のコンクリート周壁(1A)に
当接するようにする。
EXAMPLES The present invention will be described with reference to one example shown in FIGS. 1 to 4. (1) is a tunnel cut in the ground G, which is surrounded by a concrete peripheral wall (1A). (8) is a dolly, and is a caster (8B) with a base plate (8A) and a roller (81B) attached to the lower end of the base plate (8A) from the left and right sides of the bottom surface of the base plate (8A).
And the surrounding frame (8C) assembled on the base plate (8A) and the surrounding frame (8C).
C) and the pillars (8D) that are extended from the four corners, and the surrounding frame
(8C) consists of both side frames (81C) and upper frame (82) C, the casters (8B) abut the concrete peripheral wall (1A) of the tunnel (1),
The column (8D) is a base tube having a thread groove inside as shown in FIG.
(81D), a screw rod (82D) screwed to the base pipe (81D), and a bearing (83D) attached to the tip of the screw rod (82D).
D) and the length of the strut (8D) is adjusted by the screwing degree of the screw rod (82D) with respect to the base pipe (81D), and the bearing (83D) of the strut (8D) is connected to the tunnel (1). Make sure it touches the concrete wall (1A).

【0008】 (5A,5B) はプラスチックからなるコルゲ
ート可撓管であり、管台(4A,4B) によって集束され、そ
して該管台(4A,4B) は二段に積かさねられて台車(8) の
台板(8A)上に乗架され囲み枠(8C)によって支持される。
(5A, 5B) is a flexible corrugated tube made of plastic, which is focused by a nozzle (4A, 4B), and the nozzles (4A, 4B) are stacked in two stages to trolley (8 ) Is mounted on the base plate (8A) and is supported by the surrounding frame (8C).

【0009】 上記構成において、隧道(1) 内を管台(4
A,4B) によって集束された複数本の可撓管(5A,5B) を乗
架した台車(8) を移動させ、該可撓管(5A,5B) を配管す
る。この際キャスター(8B)のローラー(81B) および囲み
枠(8C)の支柱(8D)のベアリング(83D) は隧道(1) のコン
クリート周壁(1A)に当接して転動して台車(8) の左右の
揺動を阻止する。
In the above structure, the pipe (4) is installed in the tunnel (1).
A carriage (8) carrying a plurality of flexible tubes (5A, 5B) bundled by A, 4B) is moved to pipe the flexible tubes (5A, 5B). At this time, the roller (81B) of the caster (8B) and the bearing (83D) of the column (8D) of the surrounding frame (8C) come into contact with the concrete peripheral wall (1A) of the tunnel (1) and roll to move the bogie (8). Prevents left and right swings.

【0010】[0010]

【発明の効果】 したがって本発明においては、隧道内
への配管が極めて簡単容易に出来、工期が短縮される。
[Effects of the Invention] Therefore, in the present invention, piping into the tunnel can be performed very easily and easily, and the construction period can be shortened.

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

図1〜図4は本発明の一実施例を示すものである。 1 to 4 show one embodiment of the present invention.

【図1】 隧道縦断面図[Fig. 1] Vertical cross section of the tunnel

【図2】 隧道部分横断面図[Fig. 2] Cross sectional view of the tunnel

【図3】 台車取付部分斜視図FIG. 3 is a perspective view of a dolly mounting portion.

【図4】 支柱の分解斜視図FIG. 4 is an exploded perspective view of a column

【図5】 従来例の隧道縦断面図FIG. 5 is a vertical cross-sectional view of a conventional tunnel

【図6】 他の従来例の隧道縦断面図FIG. 6 is a longitudinal sectional view of another conventional example of a tunnel.

【符号の説明】[Explanation of symbols]

1 隧道 1A コンクリート周壁 5A,5B 可撓管(管体) 8 台車 8A 台板 8B キャスター 8C 囲み枠 8D 支柱 1 Tunnel 1A Concrete wall 5A, 5B Flexible tube (tube) 8 Bogie 8A Base plate 8B Caster 8C Enclosure 8D Strut

Claims (1)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】集束された複数本の管体を台車に乗架して
断面円形の隧道内を移動させて配管する配管工法に使用
される台車であって、該台車は台板と、該台板から差出
されるキャスターと、台板上に設けられる囲み枠と、該
囲み枠の四隅から差出され伸縮可能な支柱とからなるこ
とを特徴とする配管工法に使用される台車
1. A used a plurality of tubes which are focused by Noka the carriage is moved in a circular section tunnel pipe construction method for piping
A trolley that is made up of a pedestal, casters extended from the pedestal, enclosures provided on the pedestal, and extensible columns that are extended from the four corners of the enclosure. Used in the plumbing method characterized by
JP14551993A 1993-05-24 1993-05-24 Bogie used for plumbing method Expired - Fee Related JP2681866B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP14551993A JP2681866B2 (en) 1993-05-24 1993-05-24 Bogie used for plumbing method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP14551993A JP2681866B2 (en) 1993-05-24 1993-05-24 Bogie used for plumbing method

Publications (2)

Publication Number Publication Date
JPH06331060A JPH06331060A (en) 1994-11-29
JP2681866B2 true JP2681866B2 (en) 1997-11-26

Family

ID=15387111

Family Applications (1)

Application Number Title Priority Date Filing Date
JP14551993A Expired - Fee Related JP2681866B2 (en) 1993-05-24 1993-05-24 Bogie used for plumbing method

Country Status (1)

Country Link
JP (1) JP2681866B2 (en)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH08318850A (en) * 1995-05-24 1996-12-03 Kubota Corp In-pipe carrier
JP5378808B2 (en) * 2009-01-13 2013-12-25 株式会社栗本鐵工所 Tubular piping method and transport cart
CN114634102A (en) * 2022-04-11 2022-06-17 河南沃克曼建设工程有限公司 Water treatment structure-based civil construction installation system and construction method

Also Published As

Publication number Publication date
JPH06331060A (en) 1994-11-29

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Effective date: 19970708

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