JPS6349798B2 - - Google Patents
Info
- Publication number
- JPS6349798B2 JPS6349798B2 JP58020279A JP2027983A JPS6349798B2 JP S6349798 B2 JPS6349798 B2 JP S6349798B2 JP 58020279 A JP58020279 A JP 58020279A JP 2027983 A JP2027983 A JP 2027983A JP S6349798 B2 JPS6349798 B2 JP S6349798B2
- Authority
- JP
- Japan
- Prior art keywords
- concrete
- segment
- steel plate
- ring
- flat steel
- 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
Links
Landscapes
- Excavating Of Shafts Or Tunnels (AREA)
- Lining And Supports For Tunnels (AREA)
Description
【発明の詳細な説明】
本願は、数個の円弧状を成すコンクリートセグ
メントにて構成せるコンクリーパイプに関する。DETAILED DESCRIPTION OF THE INVENTION The present application relates to a concrete pipe constructed from several arcuate concrete segments.
推進工法に用いるコンクリートリングは、一般
的にヒユーム管を用いているが、ヒユーム管自体
は一本ものである為推進時に加わる圧力に対し、
格別問題はないが、コンクリートセグメントにて
リング(筒状体)に組み立て使用する場合、リン
グ(筒状体)が分割されているので自重によるた
わみは避けられない。 The concrete ring used in the propulsion method generally uses a Huyum pipe, but since the Huyum pipe itself is a single piece, it is difficult to withstand the pressure applied during propulsion.
Although there is no particular problem, when assembling a ring (cylindrical body) with concrete segments and using it, since the ring (cylindrical body) is divided, deflection due to its own weight is unavoidable.
そこで本願のコンクリートリングは、断面円弧
状を有するコンクリートセグメントの外周側面又
は内周側面に、該周面と、セグメント内に配する
主鉄筋と直結せる平鋼の外側面とが面一に成る如
く、平鋼を埋設した数個のセグメントにて構成せ
る円筒体において、円筒体間に介在させた断面T
状の鉄製カラーに対して、前記平鋼、並びにコン
クリートセグメント円周方向厚味面に設けた接続
用鋼板とを溶接して構成する。 Therefore, the concrete ring of the present application is designed so that the outer circumferential side surface or the inner circumferential side surface of a concrete segment having an arcuate cross section is flush with the outer circumferential surface of the flat steel that is directly connected to the main reinforcing bar placed inside the segment. , in a cylindrical body composed of several segments with flat steel embedded, the cross section T interposed between the cylindrical bodies
It is constructed by welding the flat steel and a connecting steel plate provided on the thick surface of the concrete segment in the circumferential direction to a shaped iron collar.
断面T状の鉄製カラーは、外周側面あるいは内
周側面に埋設された平鋼と、並びに円周方向厚味
面に設けた接続用鋼板と溶接される為、リングの
内、外との溶接を確保されリングの剛性を高め安
定を図ることができる。 The iron collar with a T-shaped cross section is welded to the flat steel buried on the outer or inner side, as well as to the connecting steel plate provided on the thick circumferential surface, so welding between the inside and outside of the ring is not possible. This increases the rigidity of the ring and improves its stability.
ここに一実施例を図面にて説明する。 One embodiment will now be described with reference to the drawings.
第1図、第2図に示す如くコンクリートセグメ
ントSの外周側面12に該周面と面一に成る如く
平鋼1を埋設する。平鋼1はコンクリートセグメ
ントSの主鉄筋5に直結している。コンクリート
セグメント厚味面13には中央にボールト通し孔
4を穿設した接続用鋼板3を、鋼板3の一面がセ
グメント厚味面13と面一に成る如く、しかも鋼
板3のその下方一面がコンクリートセグメントの
内周側面14よりわずかに後退し、溶接代15を
確保する如くそれぞれ埋設する。コンクリートセ
グメントSの外周側面12に埋設された平鋼1
は、数個に及ぶ。又第5図に示す如く帯平鋼1′
を連続して埋設しても良い。第1図に示すセグメ
ントをリング状に組み立て第4図A,B,C,D
に示す断面T状の鉄製カラー2又は2′を、リン
グO、リングP間に介在させてリング同士の接続
を図る。第3図、第5図に示す如くセグメント外
周側面12に埋設せる平鋼1あるいは帯平鋼1′
と前記鉄製カラー2とを溶接6によつて接続し、
リングO,P間の接続を確保する。外周側面12
における接続と同時に第6図に示す如くリング
O,P間に介在せる鉄製カラー2の下部は、セグ
メント厚味面13に埋設された接続用鋼板3の下
方一面と溶接7する事によつてリングO,P間を
外周面、内周面の双方より強固に固定することが
でき、リングの剛性、安定を図り得る。この場合
接続用鋼板3は、中央にボールト通し孔4を穿開
し、ボールトナツト8にて接続するので第4図
A,Bにおける長孔16を穿開せる鉄製カラー2
を用いる。第7図は接続用鋼板3のみをセグメン
ト円周方向厚味面13に埋設しているのみで接続
用鋼板3同士の接続を直接実施しないので第4図
C,Dに於ける鉄製カラー2′を用いる。同様に
鉄製カラー2′に対し平鋼1、及び接続用鋼板3
との双方を溶接6,7にて固定する。第8図は、
鉄製カラー2′をリング内周側面より溶接6せる
もので外周側面に於いて接続用鋼板3との溶接7
を図る。更に第9図A,Bは、鉄製カラー17に
対し凸部18を設けリング間の目違いとする。尚
セグメントSの巾方向厚味面に於ける接続は、接
続用鋼板、あるいは第1図の如く凹凸部10,1
1を設けて確保する。 As shown in FIGS. 1 and 2, a flat steel 1 is buried in the outer circumferential side surface 12 of a concrete segment S so as to be flush with the circumferential surface. The flat steel 1 is directly connected to the main reinforcement 5 of the concrete segment S. A connecting steel plate 3 with a vault through hole 4 drilled in the center is attached to the concrete segment thick side 13 so that one side of the steel plate 3 is flush with the segment thick side 13, and one lower side of the steel plate 3 is made of concrete. Each segment is buried so as to be slightly set back from the inner circumferential side surface 14 to ensure a welding allowance 15. Flat steel 1 buried in the outer peripheral side surface 12 of the concrete segment S
There are several. Also, as shown in Fig. 5, the flat steel strip 1'
may be buried consecutively. Assemble the segments shown in Figure 1 into a ring shape Figure 4 A, B, C, D
An iron collar 2 or 2' having a T-shaped cross section as shown in the figure is interposed between the rings O and P to connect the rings to each other. As shown in FIG. 3 and FIG.
and the iron collar 2 are connected by welding 6,
Secure the connection between rings O and P. Outer peripheral side 12
At the same time as shown in FIG. It is possible to securely fix the space between O and P from both the outer circumferential surface and the inner circumferential surface, thereby increasing the rigidity and stability of the ring. In this case, the connecting steel plate 3 has a vault through hole 4 drilled in the center and is connected with a bolt nut 8, so an iron collar 2 that can drill a long hole 16 in FIGS. 4A and B is used.
Use. In FIG. 7, only the connecting steel plates 3 are buried in the segment circumferential thick surface 13, and the connecting steel plates 3 are not directly connected to each other, so the iron collar 2' in FIGS. 4C and D is Use. Similarly, flat steel 1 and connecting steel plate 3 are attached to iron collar 2'.
Both are fixed with welds 6 and 7. Figure 8 shows
The iron collar 2' is welded 6 from the inner circumferential side of the ring, and the connecting steel plate 3 is welded 7 at the outer circumferential side.
We aim to Furthermore, in FIGS. 9A and 9B, a convex portion 18 is provided on the iron collar 17 to allow for misalignment between the rings. The connection on the thickness side of the segment S in the width direction can be made using a connecting steel plate or as shown in FIG.
1 and secure it.
以上の如く本願コンクリートリングは、コンク
リートセグメントより成るリングの剛性を高め安
定した状態で推進できる様に成した点、又セグメ
ントから成る為輸送は積み積ねて一度に運搬でき
るので輸送に便利である点、トンネル方向への接
続を確実にできる点等の効果を有する。 As described above, the concrete ring of the present invention is made of concrete segments that have increased rigidity so that it can be propelled in a stable state, and since it is made of segments, it can be transported by stacking them at once, making it convenient for transportation. This has the advantage of ensuring reliable connections to both points and tunnels.
第1図は、本願コンクリートリングを構成する
コンクリートセグメントの斜視図。第2図は同断
面図。第3図、第5図は、コンクリートセグメン
トにて組み立てたリング同士の接続状態を示す斜
視図。第4図A,B,C,D、第9図A,Bは、
断面T状の鉄製カラーを示す断面図、正面図。第
6図、第7図、第8図は、リング同士の接続の状
態を示すそれぞれの断面図。
1…平鋼、1′…帯平鋼、2,2′,17…鉄製
カラー、3…接続用平鋼、4…ボールト通し孔、
5…主鉄筋、6,7…溶接個所、8…ボールトナ
ツト、9…切り欠き凹部、10…凹部、11…凸
部、12…外周側面、13…円周方向厚味面、1
4…内周側面、15…溶接代、16…長孔、18
…凸部。
FIG. 1 is a perspective view of a concrete segment constituting the concrete ring of the present application. Figure 2 is a sectional view of the same. FIGS. 3 and 5 are perspective views showing how rings assembled using concrete segments are connected to each other. Figure 4 A, B, C, D and Figure 9 A, B are as follows:
A sectional view and a front view showing an iron collar with a T-shaped cross section. FIG. 6, FIG. 7, and FIG. 8 are sectional views showing how the rings are connected to each other. 1...Flat steel, 1'...Band flat steel, 2, 2', 17...Iron collar, 3...Flat steel for connection, 4...Vault through hole,
5... Main reinforcing bar, 6, 7... Welding point, 8... Bolt nut, 9... Notch recess, 10... Recess, 11... Convex part, 12... Outer peripheral side, 13... Circumferential thickness surface, 1
4... Inner peripheral side surface, 15... Welding allowance, 16... Long hole, 18
...Protrusion.
Claims (1)
の外周側面又は内周側面に、該周面と、セグメン
ト内に配する主鉄筋と直結せる平鋼の外側面とが
面一に成る如く、平鋼を埋設した数個のセグメン
トにて構成せる円筒体において、円筒体間に介在
させた断面T状の鉄製カラーに対して、前記平
鋼、並びにコンクリートセグメント円周方向厚味
面に設けた接続用鋼板とを溶接したことを特徴と
するコンクリートリング。1. A flat bar is buried in the outer or inner circumferential side of a concrete segment having an arcuate cross-section so that the circumferential surface and the outer surface of the flat bar directly connected to the main reinforcing bars arranged within the segment are flush with each other. In a cylindrical body composed of several segments, the flat steel and the connecting steel plate provided on the thick surface of the concrete segment in the circumferential direction are connected to an iron collar with a T-shaped cross section interposed between the cylindrical bodies. A concrete ring characterized by being welded.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP58020279A JPS59145899A (en) | 1983-02-08 | 1983-02-08 | Concrete ring |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP58020279A JPS59145899A (en) | 1983-02-08 | 1983-02-08 | Concrete ring |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS59145899A JPS59145899A (en) | 1984-08-21 |
| JPS6349798B2 true JPS6349798B2 (en) | 1988-10-05 |
Family
ID=12022723
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP58020279A Granted JPS59145899A (en) | 1983-02-08 | 1983-02-08 | Concrete ring |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS59145899A (en) |
-
1983
- 1983-02-08 JP JP58020279A patent/JPS59145899A/en active Granted
Also Published As
| Publication number | Publication date |
|---|---|
| JPS59145899A (en) | 1984-08-21 |
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