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JPH02171497A - Primary shotcrete formation method for inner wall of tunneling rock bed - Google Patents

Primary shotcrete formation method for inner wall of tunneling rock bed

Info

Publication number
JPH02171497A
JPH02171497A JP63326726A JP32672688A JPH02171497A JP H02171497 A JPH02171497 A JP H02171497A JP 63326726 A JP63326726 A JP 63326726A JP 32672688 A JP32672688 A JP 32672688A JP H02171497 A JPH02171497 A JP H02171497A
Authority
JP
Japan
Prior art keywords
shotcrete
wall
primary shotcrete
primary
shoring
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.)
Pending
Application number
JP63326726A
Other languages
Japanese (ja)
Inventor
Yoshizo Takahashi
高橋　由蔵
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.)
Toko Tekko KK
Original Assignee
Toko Tekko 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 Toko Tekko KK filed Critical Toko Tekko KK
Priority to JP63326726A priority Critical patent/JPH02171497A/en
Publication of JPH02171497A publication Critical patent/JPH02171497A/en
Pending legal-status Critical Current

Links

Classifications

    • E—FIXED CONSTRUCTIONS
    • E21—EARTH OR ROCK DRILLING; MINING
    • E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
    • E21D11/00—Lining tunnels, galleries or other underground cavities, e.g. large underground chambers; Linings therefor; Making such linings in situ, e.g. by assembling
    • E21D11/04—Lining with building materials
    • E21D11/10—Lining with building materials with concrete cast in situ; Shuttering also lost shutterings, e.g. made of blocks, of metal plates or other equipment adapted therefor
    • E21D11/107—Reinforcing elements therefor; Holders for the reinforcing elements

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Structural Engineering (AREA)
  • Mining & Mineral Resources (AREA)
  • Civil Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Geochemistry & Mineralogy (AREA)
  • Geology (AREA)
  • Lining And Supports For Tunnels (AREA)

Abstract

PURPOSE:To make shotcrete formation efficiently performable by setting a support structure made up of combining each support formed in accord with an internal wall together by a lot of joint members, down to a crieterion, and performing the shotcrete formation so as to bury the support structure under the ground. CONSTITUTION:Each support 1 formed in accord with a finished internal wall of primary shotcrete is installed in an inner wall of a rock bed excavated at specified intervals and these supports are arranged in a tunnel form before spraying. Next, a lot of joint members 2 are combined together with each sheath pipe 3, respectively, thereby constructing a support structure 4. With this structure 4 as a criterion, an internal wall of the primary shotcrete is formed so as to bury the structure under the ground. With this constitution, execution of works is efficiently performable.

Description

【発明の詳細な説明】 （産業上の利用分野） 本発明は、隠退掘削岩盤の内壁に対する一次吹付コンク
リート工法の改良に関する。DETAILED DESCRIPTION OF THE INVENTION (Industrial Field of Application) The present invention relates to an improvement in the primary shotcrete construction method for the inner wall of a retreat excavated rock mass.

（従来の技術） 従来行われている隧道掘削岩盤の内壁に対する一次吹付
コンクリートは、所定の形状１寸法に仕上げるには極め
て手数がかかり、非能率的な施工の現状である。(Prior Art) The conventional method of primary shotcrete for the inner walls of tunnel excavated rock is extremely time consuming and inefficient to finish in a predetermined shape and dimension.

（発明が解決しようとする課題） この現状に対し、コンクリートを吹付する際所定の形状
２寸法を設定し易くするため、埋設用支保工構造体を設
けることにより、非能率的な施工の現状を改良しようと
するものである。(Problem to be solved by the invention) To address this current situation, in order to make it easier to set two predetermined shapes and dimensions when spraying concrete, a support structure for burial is provided, thereby solving the current inefficient construction process. It is an attempt to improve.

（課題を解決するための手段） 次に実施例を示す図面によって、その構成について説明
する。(Means for Solving the Problems) Next, the configuration of the embodiment will be explained with reference to drawings showing the embodiment.

（イ）、隠退掘削した岩盤（６）の内壁に対し一次吹付
コンクリート（５）の仕上り内壁面に合わせて形成した
支保工（１）を、所定の間隔を設けて吹付前に離道状に
配列し、 （ロ）、かつ、多数の継ぎ材（２）によって例えばさや
管（３）等を利用し、それぞれ組み合わせてなる支保工
構造体（４）を基準として、支保工構造体（４）を埋設
するように一次吹付コンクリートを形成する。(b) Shoring (1) formed to match the finished inner wall surface of the primary shotcrete (5) on the inner wall of the bedrock (6) that has been retreated and excavated is placed at a predetermined interval in the form of an escape road before spraying. A shoring structure (4) is constructed based on the shoring structure (4) which is arranged and combined using (b) and a large number of splicing materials (2), for example, sheath pipes (3), etc. Form the primary shotcrete to bury the concrete.

（作用） 本発明は以上のような構成であるから、支保工構造体（
４）の薄肉管（１）および継ぎ材（２）を基準として、
これを埋め込むように一次吹付コンクリートの内壁を形
成できる。(Function) Since the present invention has the above configuration, the shoring structure (
Based on the thin-walled pipe (1) and joint material (2) in 4),
The inner wall of primary shotcrete can be formed to embed this.

（実施例） 本発明の素材とその形状、サイズおよび支保工構造体の
組み合わせ方は各種に適用できるもので、例えば支保工
（１）は薄肉管に限定する必要はなく、外側の表面積を
拡大するような形状は、一次吹付コンクリートとの接着
強度を増大できるような工法に役立つものである。(Example) The combination of the material of the present invention, its shape, size, and shoring structure can be applied to various types. For example, the shoring (1) does not need to be limited to a thin-walled pipe, and the outer surface area can be expanded. This shape is useful for construction methods that can increase the adhesive strength with primary shotcrete.

（発明の効果） 従来使用されていなかった本発明の支保工構造体（４）
に則り、一次吹付コンクリートを施工できるから、工事
は正確で極めて能率的で、かつ、強度的にも安全性を確
保できる。(Effect of the invention) Shoring structure of the present invention that has not been used conventionally (4)
Because primary shotcrete can be constructed in accordance with the above, construction work is accurate and extremely efficient, and it also ensures safety in terms of strength.

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

第１図は本発明の支保工構造体の斜視部分説明図、 第２図は第１図において施工後の状態を示す正面説明図
、 第３図は側面Ａ−Ｂ断面部分拡大説明図、第４図は側面
Ｃ−Ｄ−Ｅ−Ｆ断面部分拡大説明図（支保工構造体の組
み合わせ状態を 示す、）、 第５図は第４図の平面部分拡大説明図。 １・支保工又は薄肉管　　　２；継ぎ材３；さや管　　
　４；支保工構造体 ５；一次吹付コンクリート ６；岩盤　　　７；鋼アーチ支保工 ８°ロックボルト ９、二次吹付コンクリート １ｏ；覆工コンクリート 特許出願人　　　　東光鉄工株式会社 代理人　弁理士　　深見　多喜三部 面 ＄夕区FIG. 1 is a perspective partial explanatory view of the shoring structure of the present invention, FIG. 2 is a front explanatory view showing the state after construction in FIG. 1, FIG. 4 is an enlarged partial explanatory view of a side C-D-E-F cross section (showing the assembled state of the shoring structure), and FIG. 5 is an enlarged partial explanatory plan view of FIG. 4. 1. Shoring or thin-walled pipe 2; Joint material 3; Sheath pipe
4; Shoring structure 5; Primary shotcrete 6; Rock 7; Steel arch shoring 8° rock bolts 9; Secondary shotcrete 1o; Lining concrete Patent applicant Toko Iron Works Co., Ltd. Agent Patent attorney Taki Sanbe Fukami Men$Yu Ward

Claims (1)

【特許請求の範囲】[Claims] 岩盤（６）の内壁に対し、一次吹付コンクリート（５）
の仕上り内壁面に合わせて形成した支保工（１）を、間
隔を設けて吹付前に隧道状に配列し、かつ、多数の継ぎ
材（２）によってそれぞれ組み合わせてなる支保工構造
体（４）を基準として、支保工構造体（４）を埋設する
ように吹付施工することを特徴とする隧道掘削岩盤の内
壁に対する一次吹付コンクリート施工法。Primary shotcrete (5) against the inner wall of bedrock (6)
A shoring structure (4) made by arranging shoring (1) formed to match the finished inner wall surface at intervals in a tunnel shape before spraying, and combining them with a large number of joint materials (2). A primary shotcrete construction method for an inner wall of a tunnel excavated bedrock, which is characterized by performing shotcrete construction so as to bury the shoring structure (4) based on the following.
JP63326726A 1988-12-23 1988-12-23 Primary shotcrete formation method for inner wall of tunneling rock bed Pending JPH02171497A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP63326726A JPH02171497A (en) 1988-12-23 1988-12-23 Primary shotcrete formation method for inner wall of tunneling rock bed

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP63326726A JPH02171497A (en) 1988-12-23 1988-12-23 Primary shotcrete formation method for inner wall of tunneling rock bed

Publications (1)

Publication Number Publication Date
JPH02171497A true JPH02171497A (en) 1990-07-03

Family

ID=18190990

Family Applications (1)

Application Number Title Priority Date Filing Date
JP63326726A Pending JPH02171497A (en) 1988-12-23 1988-12-23 Primary shotcrete formation method for inner wall of tunneling rock bed

Country Status (1)

Country Link
JP (1) JPH02171497A (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0468198A (en) * 1990-07-09 1992-03-03 Tekken Constr Co Ltd Construction method of tunnel
JP2011052536A (en) * 2004-11-29 2011-03-17 Seo Dong Hyun Tip supporting tunnel construction method of large cross-section tunnel
JP2019112863A (en) * 2017-12-25 2019-07-11 前田建設工業株式会社 Anti-falling structure of steel support and sheath unit
CN111594229A (en) * 2020-05-28 2020-08-28 中国建筑第七工程局有限公司 Construction method for multi-arch tunnel entrance under shallow-buried water-rich geological condition
JP2021067136A (en) * 2019-10-28 2021-04-30 鹿島建設株式会社 Support work fall prevention structure, tunnel construction method, tunnel construction support work, sheath pipe assembly

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS58124000A (en) * 1982-01-20 1983-07-23 岡部株式会社 Construction method for tunnel secondary lining concrete
JPS61122399A (en) * 1984-11-16 1986-06-10 清水建設株式会社 Reinforced timbering and construction of earth wall surface by using the same

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS58124000A (en) * 1982-01-20 1983-07-23 岡部株式会社 Construction method for tunnel secondary lining concrete
JPS61122399A (en) * 1984-11-16 1986-06-10 清水建設株式会社 Reinforced timbering and construction of earth wall surface by using the same

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0468198A (en) * 1990-07-09 1992-03-03 Tekken Constr Co Ltd Construction method of tunnel
JP2011052536A (en) * 2004-11-29 2011-03-17 Seo Dong Hyun Tip supporting tunnel construction method of large cross-section tunnel
JP2019112863A (en) * 2017-12-25 2019-07-11 前田建設工業株式会社 Anti-falling structure of steel support and sheath unit
JP2021067136A (en) * 2019-10-28 2021-04-30 鹿島建設株式会社 Support work fall prevention structure, tunnel construction method, tunnel construction support work, sheath pipe assembly
CN111594229A (en) * 2020-05-28 2020-08-28 中国建筑第七工程局有限公司 Construction method for multi-arch tunnel entrance under shallow-buried water-rich geological condition
CN111594229B (en) * 2020-05-28 2021-08-20 中建七局交通建设有限公司 Construction method for multi-arch tunnel entrance under shallow-buried water-rich geological condition

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