JPS594799A - Repairing of deformation of shield segment - Google Patents
Repairing of deformation of shield segmentInfo
- Publication number
- JPS594799A JPS594799A JP57111810A JP11181082A JPS594799A JP S594799 A JPS594799 A JP S594799A JP 57111810 A JP57111810 A JP 57111810A JP 11181082 A JP11181082 A JP 11181082A JP S594799 A JPS594799 A JP S594799A
- Authority
- JP
- Japan
- Prior art keywords
- segment
- stopper
- deformation
- ring
- shield
- 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
Links
Landscapes
- Lining And Supports For Tunnels (AREA)
Abstract
(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。(57) [Abstract] This bulletin contains application data before electronic filing, so abstract data is not recorded.
Description
【発明の詳細な説明】
この発明は、シールドセグメントの変形修正方法に関す
るものである。DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a method for correcting deformation of a shield segment.
従来、シールド工事においてはシールド機の推進に伴な
い組立られるセグメントの変形の修正には、シールド内
部に設置されたジヤツキによりセグメントを押圧して行
う方法があるが、この方法はセグメントをや\ゆるめて
シールド内に敷設されたレール上の車輌の通行に支障を
与えることになるため、作業性や安全性に問題があった
。Conventionally, in shield construction, there is a method to correct the deformation of the segments that are assembled due to the propulsion of the shield machine by pressing the segments with jacks installed inside the shield, but this method involves slightly loosening the segments. This poses a problem in terms of workability and safety, as it obstructs the passage of vehicles on the rails laid inside the shield.
この発明は、上述の欠点を解決してセグメントにロック
ボルトを挿入してセグメントを地山側へ押圧してセグメ
ントの変形を容易に修正することを可能としたシールド
セグメントの変形修正方法を提供するものである。The present invention solves the above-mentioned drawbacks and provides a shield segment deformation correction method that makes it possible to easily correct the deformation of a segment by inserting a rock bolt into the segment and pressing the segment toward the ground. It is.
次にこの発明を実施例に基づいて説明する。Next, the present invention will be explained based on examples.
第1図は、この発明の組立られたセグメントにロックボ
ルトを配置した概要図であり、第2図は、第1図のA部
の詳細図であり仝図(イ)は、セグメントと止め栓の取
付図であり、仝図(ロ)は、ロックボルトをセグメント
の地山側に挿入した状態図である。図において、あらか
じめセグメント1の所定位置に穿設したリング挿入孔2
に内部にねじを設けたリング3を嵌着し、シールド内側
に先端が傾斜して切断された接触面(約30’〜60”
の傾斜角)を有する止め栓4を前記リング3のねじに螺
装した後、セグメント1を組立てる。Fig. 1 is a schematic diagram showing lock bolts arranged in assembled segments of the present invention, Fig. 2 is a detailed view of section A in Fig. 1, and Fig. Figure (b) is a diagram showing the state in which the lock bolt is inserted into the ground side of the segment. In the figure, a ring insertion hole 2 is drilled in advance at a predetermined position in segment 1.
A ring 3 with an internal thread is fitted into the shield, and a contact surface (approximately 30' to 60"
After screwing the stopper 4 having an inclination angle of .
セグメント1の変形修正には、定着材注入孔5を貫設し
、かつ挿入先端部及び外周に前記止め栓4と同一の傾斜
角及びねじを有する同一直径のロックボルト6をリング
3内に回転挿入して先端傾斜部を止め栓4の傾斜部に当
接させ、一体としてロックボルト6を回転させることに
より止め栓4を地山7内に押出して、ロックボルト6を
所定長さまで地山7に圧入する。To correct the deformation of the segment 1, a lock bolt 6 of the same diameter, which is inserted through the fixing material injection hole 5 and has the same inclination angle and thread as the stopper 4 at the insertion tip and outer periphery, is rotated into the ring 3. The stopper 4 is pushed out into the ground 7 by inserting it and bringing the tip inclined part into contact with the inclined part of the stopper 4, and rotating the lockbolt 6 as one body, thereby pushing the lockbolt 6 into the ground 7 to a predetermined length. Press fit into.
さらに定着材9を定着材注入孔5より注入して地山7と
固定して後、ナツト8をロックボルト6に螺着し、セグ
メント1を挟持する。Further, the fixing material 9 is injected through the fixing material injection hole 5 and fixed to the earth 7, and then the nut 8 is screwed onto the lock bolt 6 to clamp the segment 1.
したがって、ナツト8を締め付けることによりロックボ
ルト6を反力体としてセグメント1は地山7側へ移動さ
せ、セグメント1の変形を修正する。なお、ロックボル
ト6の本数や長さ及び定着材9の種類は、地山7の条件
によって必要な耐力に対応して決定すればよい。この発
明は、上述のとおりセグメントの組立の際、止め栓によ
り土砂の流入を防止することが可能となり、さらにセグ
メントの変形に対しては容易に修正できる。Therefore, by tightening the nut 8, the segment 1 is moved toward the ground 7 using the lock bolt 6 as a reaction force, and the deformation of the segment 1 is corrected. Note that the number and length of the rock bolts 6 and the type of the fixing material 9 may be determined in accordance with the necessary proof strength depending on the conditions of the ground 7. As described above, the present invention makes it possible to prevent the inflow of earth and sand by the stopper when assembling the segments, and furthermore, deformation of the segments can be easily corrected.
第1図は、この発明の組立られたセグメントにロックボ
ルトを配置した概要図、第2図は第1図のA部詳細図で
あり第2図(イ)は、セグメントと止め栓の取付図、第
2図(ロ)は、ロックボルトをセグメントの地山側に挿
入した状態である。
1、・・・セグメント
2、・・・リング挿入孔
3、・・・リング
4、・・・止め栓
5、・・・定着材注入孔
6、・・・ロックボルト
7、・・・地山
8、・・・ナツト
9、・・・定着材
第1図
第 2 図 (イ)
第 2 図 (ロ)Fig. 1 is a schematic diagram of the arrangement of lock bolts in the assembled segments of this invention, Fig. 2 is a detailed view of part A in Fig. 1, and Fig. 2 (a) is an installation diagram of the segments and stopper. , FIG. 2(b) shows a state in which the rock bolt is inserted into the ground side of the segment. 1,...Segment 2,...Ring insertion hole 3,...Ring 4,...Stopping plug 5,...Fixing material injection hole 6,...Rock bolt 7,...Ground 8, Nut 9, Fixing material Figure 1 Figure 2 (A) Figure 2 (B)
Claims (1)
ねじを設けたリングを嵌着し、シールド内方に先端が斜
めに切断された接触面を有する止め栓を螺装した後、内
部に定着材注入孔を貫設し挿入先端部及び外周が止め栓
と同一の傾斜角及びねじを有する同一直径のロックボル
トをリング内に回転挿入して、止め栓の接触面に当接さ
せて一体として、地山に押し込み定着して後、ロックボ
ルトにナツトを螺着、挟持することを特徴とするシール
ドセグメントの変形修正方法A ring with an internal thread is fitted into the ring insertion hole drilled at a predetermined position in the segment, and a stopper with a contact surface with a diagonally cut tip is screwed inside the shield, and then fixed inside. A lock bolt of the same diameter, which passes through the material injection hole and whose insertion tip and outer circumference have the same inclination angle and thread as the stopper, is rotated and inserted into the ring, and is brought into contact with the contact surface of the stopper so that it is integrated. A method for correcting deformation of a shield segment, which is characterized by screwing and clamping a nut onto a rock bolt after it has been pushed into the ground and fixed.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP57111810A JPS594799A (en) | 1982-06-30 | 1982-06-30 | Repairing of deformation of shield segment |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP57111810A JPS594799A (en) | 1982-06-30 | 1982-06-30 | Repairing of deformation of shield segment |
Publications (1)
Publication Number | Publication Date |
---|---|
JPS594799A true JPS594799A (en) | 1984-01-11 |
Family
ID=14570722
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP57111810A Pending JPS594799A (en) | 1982-06-30 | 1982-06-30 | Repairing of deformation of shield segment |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS594799A (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS60126595U (en) * | 1984-01-26 | 1985-08-26 | 日本コンクリ−ト工業株式会社 | tunnel lining structure |
-
1982
- 1982-06-30 JP JP57111810A patent/JPS594799A/en active Pending
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS60126595U (en) * | 1984-01-26 | 1985-08-26 | 日本コンクリ−ト工業株式会社 | tunnel lining structure |
JPH0330476Y2 (en) * | 1984-01-26 | 1991-06-27 |
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