JPS6124625Y2 - - Google Patents

Info

Publication number
JPS6124625Y2
JPS6124625Y2 JP1981122367U JP12236781U JPS6124625Y2 JP S6124625 Y2 JPS6124625 Y2 JP S6124625Y2 JP 1981122367 U JP1981122367 U JP 1981122367U JP 12236781 U JP12236781 U JP 12236781U JP S6124625 Y2 JPS6124625 Y2 JP S6124625Y2
Authority
JP
Japan
Prior art keywords
foundation
excavator
plate
open shield
precast concrete
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
JP1981122367U
Other languages
Japanese (ja)
Other versions
JPS5829693U (en
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 filed Critical
Priority to JP1981122367U priority Critical patent/JPS5829693U/en
Publication of JPS5829693U publication Critical patent/JPS5829693U/en
Application granted granted Critical
Publication of JPS6124625Y2 publication Critical patent/JPS6124625Y2/ja
Granted legal-status Critical Current

Links

Classifications

    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02EREDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
    • Y02E10/00Energy generation through renewable energy sources
    • Y02E10/20Hydro energy

Landscapes

  • Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
  • Excavating Of Shafts Or Tunnels (AREA)

Description

【考案の詳細な説明】 本考案は上面を開口した型又はU型のオープ
ンシールド工法用の掘進機を地中に掘進させ、掘
進機内底面上にプレキヤストコンクリートの基礎
版を吊下しセツトした上に構造物を吊下しセツト
を繰返して地中に構造物を構築するオープンシー
ルド工法用のプレキヤストコンクリートの基礎版
に関する。
[Detailed description of the invention] This invention uses a top-opened or U-shaped excavator for open shield construction to dig underground, and a precast concrete foundation plate is suspended and set on the bottom of the excavator. This invention relates to a precast concrete foundation plate for the open shield construction method, in which a structure is suspended above and repeatedly set to construct a structure underground.

在来のオープンシールド工法では地中構造物を
掘進機内底面上に直接吊下しセツトするために掘
進機後方地中に残置された地中構造物が不等沈下
を起こし、地中構造物の用をなさない欠点があつ
た。
In the conventional open shield construction method, the underground structure is suspended and set directly on the bottom of the excavator, which causes the underground structure left behind the excavator to settle unevenly, causing uneven settlement of the underground structure. It had some useless flaws.

又、底面のない掘進機を用いて基礎コンクリー
トを場所打ちする場合は、打設手間とコンクリー
トの養生を待つ時間を必要とし工期が長くなる欠
点があつた。これらの欠点により優れた利点のあ
るオープンシールド工法は一般化されなかつた。
本考案は上記欠点を解消することを目的とするも
のである。
In addition, when pouring foundation concrete in place using an excavator without a bottom surface, there is a drawback that the construction period becomes longer due to the need for pouring work and time for the concrete to cure. Due to these drawbacks, the open shield construction method, which has superior advantages, was not popularized.
The present invention aims to eliminate the above-mentioned drawbacks.

即ち、本考案の基礎版は上面にパイプ又はボツ
クスを乗せた場合に横ずれをしないように溝を設
けたプレキヤストコンクリートの基礎版であり、
端面接合部はボルト孔を鋼材で箱抜状に囲つた鋼
板をアンカーボルトで基礎版と1体的に固定し、
オープンシールド掘進機内底面上に吊下し既設基
礎版の端面とボルトで固定設置した上にパイプ又
はボツクス等の地中構造物を吊下しセツトできる
ようにしたものである。本考案の利点は掘進機後
方地中に残置された1体的にボルトで固定された
基礎版上の地中構造物の不等沈下を防止するとと
もに基礎版上の溝により地中構造物の横ずれを防
ぐ利点がある。
That is, the basic plate of the present invention is a precast concrete basic plate with grooves provided to prevent it from sliding laterally when a pipe or box is placed on the top surface.
For the end surface joint, a steel plate with bolt holes surrounded by steel material in a box-shaped manner is fixed integrally with the foundation plate using anchor bolts.
It is suspended above the bottom of the open shield excavator and fixed with bolts to the end face of the existing foundation slab, allowing underground structures such as pipes or boxes to be suspended and set. The advantage of this invention is that it prevents uneven settlement of the underground structure on the foundation plate which is left in the ground behind the excavator and is integrally fixed with bolts, and it also prevents the underground structure from settling due to the groove on the foundation plate. This has the advantage of preventing lateral slippage.

又、底面のない側方土留材だけの掘進機を使用
する場合は場所打コンクリート基礎の打設を省
き、本考案のプレキヤストのコンクリートの基礎
版を吊下しセツトするだけでよいのでコンクリー
ト打設手間と工期を短縮できる利点がある。以下
本考案について実施例をあげて図面により説明す
る。
In addition, when using an excavator with only side earth retaining materials without a bottom surface, it is possible to omit the casting of a cast-in-place concrete foundation and simply suspend and set the precast concrete foundation plate of this invention, making it easier to pour concrete. It has the advantage of reducing labor and construction time. The present invention will be described below with reference to embodiments and drawings.

本考案の基礎版1は第1図、第2図に示すよう
に上面を開口した型又はU型のオープンシール
ド工法用の掘進機2を用い第3図に示すように掘
進機2の底面上にプレキヤストコンクリート製で
上面に地中構造物4を安定設置できる溝を設けた
基礎版1を吊下し既設の基礎版1とボルトで固定
して1体化してセツトし、その上に地中構造物4
を吊下しセツトし、推進ジヤツキ3を作動して掘
進機2を前進させ、切羽土砂を地上のバツクホー
等の掘削機により耕土し、地中構造物上は埋戻覆
土5することを適宜行つて地中に構造物を構築す
る場合に用いるものである。即ち第4図a,b,
cに示すように上面に地中構造物4設置用の溝6
を設け、第5図、第6図に示すように基礎版1の
両端面にはボルト孔8を有し、ボルト孔の基礎版
1側を筒状体11になるようにチヤンネル等の鋼
材で囲つた鋼板7をアンカーボルト9で基礎の端
面に固定したプレキヤストコンクリート製の基礎
版1であり、鋼板7のボルト孔8を用いて隣接す
る基礎版とボルト10で固定して1体化して用い
るものである。
The basic version 1 of the present invention uses an excavator 2 with an open top or a U-shape for open shield construction as shown in Figs. 1 and 2. A foundation slab 1 made of precast concrete and having grooves on the upper surface for stable installation of the underground structure 4 is suspended, fixed with bolts to the existing foundation slab 1, and set as one unit, and the ground is placed on top of it. Medium structure 4
is suspended and set, the propulsion jack 3 is operated to advance the excavator 2, the face earth is cultivated with an excavator such as a backhoe on the ground, and the underground structure is backfilled and covered with soil 5 as appropriate. It is used when constructing structures underground. That is, Fig. 4 a, b,
As shown in c, there is a groove 6 on the top surface for installing the underground structure 4.
As shown in FIGS. 5 and 6, the base plate 1 has bolt holes 8 on both end faces, and the base plate 1 side of the bolt holes is made of steel material such as a channel so as to form a cylindrical body 11. This is a foundation slab 1 made of precast concrete in which an enclosed steel plate 7 is fixed to the end face of the foundation with anchor bolts 9, and is integrated with an adjacent foundation slab by using the bolt holes 8 of the steel plate 7 and fixed with bolts 10. It is used.

以上の説明で明らかなように本発明の基礎版は
オープンシールド工法により地中に構造物を構築
する時の基礎に用いる基礎版であり、基礎版の上
面に地中構造物設置用の溝を設けてあるために地
中に残置された基礎版上の地中構造物の左右のず
れを防ぐとともに基礎版同士をボルトで連結固定
して1体化し不等沈下を防ぎ、場所打コンクリー
ト基礎に比べて手間と工期を短縮し、底面のある
オープンシールド掘進機の場合は在来では掘進機
底面上に直接地中構造物を設置していたために軟
弱地盤ではオープンシールド工法は採用されなか
つたが、本考案の基礎を用いることにより開削工
法の場合の基礎と同じ効果となり軟弱地盤にもオ
ープンシールド工法で地中構造物を構築すること
ができる等多くの利点と効果がる。
As is clear from the above explanation, the foundation plate of the present invention is a foundation plate used as a foundation when constructing an underground structure by the open shield method, and has a groove for installing an underground structure on the top surface of the foundation plate. This prevents the underground structure from shifting from side to side on the foundation slabs left in the ground, and also connects and fixes the foundation slabs together with bolts to form a single unit, preventing uneven settlement and making it possible to use cast-in-place concrete foundations. Compared to this, it saves time and labor, and in the case of open shield excavators with a bottom, underground structures were conventionally installed directly on the bottom of the excavator, so the open shield method was not adopted in soft ground. By using the foundation of the present invention, it has the same effect as the foundation for the open-cut method, and has many advantages and effects, such as being able to construct underground structures using the open shield method even on soft ground.

以上本考案について実施例をあげて図面により
説明したが、勿論本考案はこのような実施例に局
限されることなく本考案の精神を逸脱しない範囲
での種々の設計の改変をなし得るものである。
The present invention has been described above with reference to embodiments and drawings, but of course the present invention is not limited to these embodiments and can be modified in various ways without departing from the spirit of the invention. be.

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

第1図、第2図は本考案の基礎盤を使用中の正
面図、第3図は側面図、第4図は本考案の正面
図、第5図は平面図、第6図は側面図である。 1……基礎版、2……掘進機、3……推進ジヤ
ツキ、4……地中構造物、5……埋戻覆土、6…
…溝、7……鋼板、8……ボルト孔、9……アン
カーボルト、10……ボルト、11……筒状体。
Figures 1 and 2 are front views of the foundation board of the present invention in use, Figure 3 is a side view, Figure 4 is a front view of the present invention, Figure 5 is a plan view, and Figure 6 is a side view. It is. 1...Foundation plate, 2...Excavation machine, 3...Propulsion jack, 4...Underground structure, 5...Backfilling and covering soil, 6...
... Groove, 7 ... Steel plate, 8 ... Bolt hole, 9 ... Anchor bolt, 10 ... Bolt, 11 ... Cylindrical body.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 上面を開口した型又はU型の掘進機を用いて
オープンシールド工法で地中構造物を構築する際
の掘進機底面上に設置するプレキヤストコンクリ
ート製の基礎版に関し、前記基礎版は上面に地中
構造物設置用の溝を設けるとともに、端面接合部
に所要位置にボルト孔を有し、ボルト孔部の基礎
版側を箱抜き状に鋼版で囲つた鋼版をアンカーボ
ルト又は鉄筋溶接等により基礎と1体的に取付け
たオープンシールド工法に使用するプレキヤスト
コンクリート製の基礎版。
Regarding the foundation plate made of precast concrete that is installed on the bottom of the excavator when constructing underground structures using the open shield method using a type or U-shaped excavator, the foundation plate is In addition to providing grooves for installing medium structures, bolt holes are provided at required positions in the end surface joints, and the base plate side of the bolt holes is surrounded by a steel plate in a box-like shape, and the steel plate is anchor bolted or rebar welded, etc. A foundation plate made of precast concrete used for the open shield construction method that is installed integrally with the foundation.
JP1981122367U 1981-08-20 1981-08-20 Basic version Granted JPS5829693U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1981122367U JPS5829693U (en) 1981-08-20 1981-08-20 Basic version

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1981122367U JPS5829693U (en) 1981-08-20 1981-08-20 Basic version

Publications (2)

Publication Number Publication Date
JPS5829693U JPS5829693U (en) 1983-02-25
JPS6124625Y2 true JPS6124625Y2 (en) 1986-07-23

Family

ID=29916290

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1981122367U Granted JPS5829693U (en) 1981-08-20 1981-08-20 Basic version

Country Status (1)

Country Link
JP (1) JPS5829693U (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP5639213B2 (en) * 2013-03-14 2014-12-10 植村 誠 Open shield method

Also Published As

Publication number Publication date
JPS5829693U (en) 1983-02-25

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