JPH0932492A - Segment and conduit comprising the segment - Google Patents

Segment and conduit comprising the segment

Info

Publication number
JPH0932492A
JPH0932492A JP7187480A JP18748095A JPH0932492A JP H0932492 A JPH0932492 A JP H0932492A JP 7187480 A JP7187480 A JP 7187480A JP 18748095 A JP18748095 A JP 18748095A JP H0932492 A JPH0932492 A JP H0932492A
Authority
JP
Japan
Prior art keywords
segment
pipe
end faces
shield
shield machine
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.)
Withdrawn
Application number
JP7187480A
Other languages
Japanese (ja)
Inventor
Minoru Odaka
稔 小▲高▼
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.)
Mitsui Engineering and Shipbuilding Co Ltd
Original Assignee
Mitsui Engineering and Shipbuilding 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 Mitsui Engineering and Shipbuilding Co Ltd filed Critical Mitsui Engineering and Shipbuilding Co Ltd
Priority to JP7187480A priority Critical patent/JPH0932492A/en
Publication of JPH0932492A publication Critical patent/JPH0932492A/en
Withdrawn legal-status Critical Current

Links

Landscapes

  • Lining And Supports For Tunnels (AREA)

Abstract

(57)【要約】 【課題】 シールド掘進機を連続的に推進させることが
できるセグメントを提供する。 【解決手段】 管渠mの前後方向に対応する前後端面
c,dが互いに平行な螺旋状曲面から成り、管渠の円周
方向に対応する端面e,fが管渠の中心軸nを通る平面
上に位置する平面から構成されている。
(57) [Abstract] [PROBLEMS] To provide a segment capable of continuously propelling a shield machine. SOLUTION: Front and rear end faces c and d corresponding to the longitudinal direction of the pipe mound are formed by spiral curved surfaces parallel to each other, and end faces e and f corresponding to the circumferential direction of the pipe ditch pass through a central axis n of the pipe ditch. It is composed of a plane located on the plane.

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】本発明は、管渠用セグメント
及び当該セグメントを螺旋状に組み立てて成る管渠に関
する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a pipe conduit segment and a pipe conduit formed by spirally assembling the segment.

【0002】[0002]

【従来の技術】シールド工法における掘進サイクルは、
地山の掘削、掘削土砂の取込み、シールド掘進機の推進
及びセグメントの組立ての4つの工程から構成されてい
る。
2. Description of the Related Art The excavation cycle in the shield method is
It consists of four processes: excavation of the ground, intake of excavated soil, promotion of shield machine and segment assembly.

【0003】[0003]

【発明が解決しようとする課題】このうち、セグメント
の組立ては、シールド掘進機の推進を、一旦、停止させ
た状態で行うためにシールド掘進機の推進が間欠的にな
り、その分、シールド掘進機の推進速度が落ちる。本発
明は、このような問題を解消するためになされたもので
あり、その目的とするところは、シールド掘進機を連続
的に推進させることができるセグメント及び該セグメン
トから成る管渠を提供することにある。
Among these, the segment assembling is performed because the shield machine is propelled in a temporarily stopped state, and therefore the shield machine is intermittently propelled. The propulsion speed of the machine slows down. The present invention has been made to solve such a problem, and an object of the present invention is to provide a segment capable of continuously propelling a shield machine and a pipe containing the segment. It is in.

【0004】[0004]

【課題を解決するための手段】即ち、本発明のセグメン
トは、管渠の前後方向に対応する前後端面が互いに平行
な螺旋状曲面から成り、管渠の円周方向に対応する端面
が管渠の中心軸を通る平面上に位置する平面から構成さ
れている。一方、該セグメントからなる本発明の管渠
は、1リング分組み立てる毎に、セグメントの前後方向
の長さに等しい距離だけ前進する螺旋状リング群で構成
されている。
[Means for Solving the Problems] That is, according to the segment of the present invention, the front and rear end faces corresponding to the longitudinal direction of the pipe are composed of spiral curved surfaces parallel to each other, and the end faces corresponding to the circumferential direction of the pipe are the pipe culverts. It is composed of a plane located on a plane passing through the central axis of. On the other hand, the pipe of the present invention composed of the segments is composed of a spiral ring group that advances by a distance equal to the length in the front-rear direction of the segment every time one ring is assembled.

【0005】[0005]

【発明の実施の形態】以下、図面により本発明の実施の
形態を説明する。図1に示すように、本発明のセグメン
トLは、湾曲した板状を呈しており、後述する管渠mの
前後方向に対応する前後端面c,dが互いに平行な螺旋
状曲面から成り、管渠mの円周方向に対応する端面e,
fが管渠mの中心軸nを通る平面上に位置する平面から
構成されている。また、gはセグメント外面、hはセグ
メント内面を示している。
Embodiments of the present invention will be described below with reference to the drawings. As shown in FIG. 1, the segment L of the present invention has a curved plate shape, and the front and rear end faces c and d corresponding to the front-rear direction of a pipe m to be described later are spiral curved surfaces parallel to each other. End face e corresponding to the circumferential direction of the culvert m,
f is composed of a plane located on a plane passing through the central axis n of the pipe m. Further, g indicates the outer surface of the segment, and h indicates the inner surface of the segment.

【0006】図2は、16本のシールドジャッキjを有
するシールド掘進機iによって1リング当り8分割され
た上記セグメントLを用いて管渠mを構築する様子を示
している。セグメントLの組立て順序は、シールドジャ
ッキiから最も離れている場所、換言すれば、2本1組
のシールドジャッキのうち、少なくとも1本が伸び切っ
た場所から行う。
FIG. 2 shows a state in which a pipe m is constructed by using the segment L divided into 8 per ring by a shield machine i having 16 shield jacks j. The assembling order of the segments L is performed from a position farthest from the shield jack i, in other words, a position where at least one of the two shield jacks is fully extended.

【0007】図2及び図3では、セグメントL43が、
これに相当し、シールドジャッキj13が伸び切ったた
め、シールドジャッキj12,j13のみ縮め、管渠m
とシールドジャッキj12,j13の間に空隙を作り、
セグメントL43を組立てようとしているところであ
る。セグメントL43の組立てが完了すれば、シールド
ジャッキj12,j13を伸長し、これによる力をセグ
メントL43に作用させ、シールド掘進機iの推進力を
分担する。
In FIGS. 2 and 3, the segment L43 is
Corresponding to this, since the shield jack j13 is fully extended, only the shield jacks j12 and j13 are contracted, and the pipe m
And a gap between the shield jacks j12 and j13,
The segment L43 is about to be assembled. When the assembly of the segment L43 is completed, the shield jacks j12 and j13 are extended, and the resulting force is applied to the segment L43 to share the propulsive force of the shield machine i.

【0008】セグメントL43が組立てられている間も
シールド掘進機iは、継続して掘進を行っており、シー
ルドジャッキj12,j13がシールド掘進機iの推進
に加わると、ほぼ同時にシールドジャッキj11が伸び
切った状態になり、シールドジャッキj10,j11を
縮め、次のセグメント(不図示)のための空隙を作る。
Even while the segment L43 is assembled, the shield machine i continues to excavate. When the shield jacks j12 and j13 participate in the propulsion of the shield machine i, the shield jack j11 extends almost at the same time. In the cut state, the shield jacks j10 and j11 are contracted to make a space for the next segment (not shown).

【0009】以下、同様の手順でセグメントLを螺旋状
に組立てて管渠mを完成させる。本発明では、セグメン
トのシームが揃わないようにするため、セグメント21
の円周方向の長さを最小長、セグメント29の長さを最
大長、その他のセグメント、即ち、セグメント22〜2
8の長さを同長にしている。そして、隣接するリングで
は、それぞれ、1箇所だけ小さいセグメントと大きいセ
グメントを交互に用い、2リングを組み立てると、同じ
パターンに戻るように設計している。
Thereafter, the segments L are spirally assembled in the same procedure to complete the pipe m. In the present invention, in order to prevent the seams of the segments from being aligned, the segment 21
Is the minimum length, the length of the segment 29 is the maximum length, and the other segments, that is, the segments 22 to 2
The length of 8 is the same. Then, in adjacent rings, a small segment and a large segment are alternately used at only one place, respectively, and when two rings are assembled, they are designed to return to the same pattern.

【0010】そして、Aをセグメント21の後部最下
点、Bをセグメント29の後部最下点とすると、螺旋状
リングのピッチは、セグメントLの前後方向の長さに等
しくなっている。
When A is the rear lowermost point of the segment 21 and B is the rear lowermost point of the segment 29, the pitch of the spiral ring is equal to the length of the segment L in the front-rear direction.

【0011】[0011]

【発明の効果】上記のように、本発明によれば、シール
ド掘進機を停止させることなく、連続的に推進させるこ
とができる。従って、地下トンネルを従来に比べて効率
的に構築することが可能になり、工期を短縮することが
できる。
As described above, according to the present invention, the shield machine can be continuously propelled without stopping. Therefore, it becomes possible to construct an underground tunnel more efficiently than before, and the construction period can be shortened.

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

【図1】本発明に係るセグメントの斜視図である。FIG. 1 is a perspective view of a segment according to the present invention.

【図2】シールド掘進機によりセグメントを螺旋状に組
み立てて行く様子を示す説明図である。
FIG. 2 is an explanatory view showing how segments are assembled in a spiral shape by a shield machine.

【図3】セグメントの組立て順序を示す説明図である。FIG. 3 is an explanatory view showing an assembly order of segments.

【符号の説明】[Explanation of symbols]

c,d 管渠の前後方向に対応する端面 e,f 管渠の円周方向に対応する端面 m 管渠 n 管渠の中心軸 c, d end face corresponding to the longitudinal direction of the pipe e, f end face corresponding to the circumferential direction of the pipe m m pipe n n central axis of the pipe

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 管渠の前後方向に対応する前後端面が互
いに平行な螺旋状曲面から成り、管渠の円周方向に対応
する端面が管渠の中心軸を通る平面上に位置する平面か
ら成るセグメント。
1. The front and rear end faces corresponding to the front-rear direction of the pipe are composed of spiral curved surfaces parallel to each other, and the end faces corresponding to the circumferential direction of the pipe are located on a plane passing through the central axis of the pipe. A segment consisting of.
【請求項2】 1リング分組み立てる毎に、セグメント
の前後方向の長さに等しい距離だけ前進する螺旋状リン
グ群で構成される管渠。
2. A pipe comprising a group of spiral rings that advance by a distance equal to the length of the segment in the front-rear direction each time one ring is assembled.
JP7187480A 1995-07-24 1995-07-24 Segment and conduit comprising the segment Withdrawn JPH0932492A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP7187480A JPH0932492A (en) 1995-07-24 1995-07-24 Segment and conduit comprising the segment

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP7187480A JPH0932492A (en) 1995-07-24 1995-07-24 Segment and conduit comprising the segment

Publications (1)

Publication Number Publication Date
JPH0932492A true JPH0932492A (en) 1997-02-04

Family

ID=16206819

Family Applications (1)

Application Number Title Priority Date Filing Date
JP7187480A Withdrawn JPH0932492A (en) 1995-07-24 1995-07-24 Segment and conduit comprising the segment

Country Status (1)

Country Link
JP (1) JPH0932492A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107023306A (en) * 2017-06-09 2017-08-08 中南大学 A kind of screw type assembled tunnel structure and its construction method
CN112324460A (en) * 2020-12-30 2021-02-05 中铁工程装备集团有限公司 Rotary continuous tunneling machine and construction method based on spiral duct piece

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107023306A (en) * 2017-06-09 2017-08-08 中南大学 A kind of screw type assembled tunnel structure and its construction method
CN107023306B (en) * 2017-06-09 2023-06-20 中南大学 Spiral assembled tunnel structure and construction method thereof
CN112324460A (en) * 2020-12-30 2021-02-05 中铁工程装备集团有限公司 Rotary continuous tunneling machine and construction method based on spiral duct piece
CN112324460B (en) * 2020-12-30 2022-03-04 中铁工程装备集团有限公司 Rotary continuous tunneling machine and construction method based on spiral duct piece

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Legal Events

Date Code Title Description
A300 Withdrawal of application because of no request for examination

Free format text: JAPANESE INTERMEDIATE CODE: A300

Effective date: 20021001