JPH0826751B2 - Concrete segment - Google Patents
Concrete segmentInfo
- Publication number
- JPH0826751B2 JPH0826751B2 JP2407925A JP40792590A JPH0826751B2 JP H0826751 B2 JPH0826751 B2 JP H0826751B2 JP 2407925 A JP2407925 A JP 2407925A JP 40792590 A JP40792590 A JP 40792590A JP H0826751 B2 JPH0826751 B2 JP H0826751B2
- Authority
- JP
- Japan
- Prior art keywords
- concrete segment
- concrete
- steel frame
- steel
- parallel
- 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 - Lifetime
Links
Landscapes
- Lining And Supports For Tunnels (AREA)
Description
【0001】[0001]
【産業上の利用分野】この発明は、シールドトンネルな
どの構築用として使用されるコンクリートセグメントに
関するものである。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a concrete segment used for constructing a shield tunnel or the like.
【0002】[0002]
【従来の技術】従来、この種のコンクリートセグメント
は、内部に配設されている補強用の骨材として、大径の
主鉄筋や小径の鉄筋などを組んだ所謂鉄筋篭を使用して
いるものが一般的である。2. Description of the Related Art Conventionally, a concrete segment of this type uses a so-called rebar cage, which is composed of a large-diameter main rebar and a small-diameter rebar, as a reinforcing aggregate disposed inside. Is common.
【0003】[0003]
【この発明が解決しようとする課題】しかし、この従来
のコンクリートセグメントにおける鉄筋篭では、篭を構
成する多数の鉄筋を組む作業が非常に面倒であると共
に、多数の鉄筋を組み合せたものであることから剛性が
高いとは言えず、コンクリートセグメントに対する補強
効果が必ずしも十分に発揮されていない。However, in the conventional reinforced basket in the concrete segment, it is very troublesome to assemble a large number of rebars constituting the basket, and a large number of rebars are combined. Therefore, it cannot be said that the rigidity is high, and the reinforcing effect on the concrete segment is not always sufficiently exerted.
【0004】また、コンクリートセグメント同士を連結
する継手金具の前述した鉄筋篭への固定も、アンカー筋
などを介して行うので強固であるとは言えず、コンクリ
ートセグメント同士の連結を強固に行えない。Also, the fixing of the joint fitting for connecting the concrete segments to the above-mentioned rebar cage is not strong because it is carried out through the anchor bars and the like, and the concrete segments cannot be firmly connected.
【0005】このように、従来のコンクリートセグメン
トは、その製作作業が面倒で高価になると共に、セグメ
ント自体の強度やセグメント同士の連結強度が十分でな
いという問題点がある。As described above, the conventional concrete segment has problems that the production work is complicated and expensive, and the strength of the segment itself and the connection strength between the segments are not sufficient.
【0006】この発明は前述した事情に鑑みて創案され
たもので、その目的は製作が容易で安価にすることがで
き、しかも、セグメントにおける自体や連結の強度を十
分に確保することのできるコンクリートセグメントを提
供することにある。The present invention was conceived in view of the above-mentioned circumstances, and the purpose thereof is concrete which can be easily manufactured and can be manufactured at low cost, and which can sufficiently secure the strength of the segment itself and the connection. To provide segments.
【0007】[0007]
【課題を解決するための手段】この発明のコンクリート
セグメントは、上下平行に間隔をおいて配置した平鋼梁
を複数のラチス材の両端でそれぞれ固定した主鉄骨を近
接位置で二本並設してその両端を帯状板で連結すると共
に、この帯状板の内側に、接続ボルト挿通用の孔を穿設
した継手金具を溶着して一体とした補強用の鉄骨組立体
を複数個を平行に配列してコンクリート内に埋設したこ
とを特徴とする。In the concrete segment of the present invention, two main steel frames, in which flat steel beams arranged at intervals in parallel with each other in the vertical direction are fixed at both ends of a plurality of lattice members, are juxtaposed in close proximity. The two ends of the reinforcing steel frame assembly are connected in parallel with each other by band-shaped plates, and a plurality of reinforcing steel assemblies are integrally arranged in parallel by welding the fittings with holes for inserting the connection bolts inside the band-shaped plate. It is characterized by being buried in concrete.
【0008】そして、この継手金具付きの鉄骨組立体で
ある既製の高剛性主鉄骨をセットするだけの簡単な作業
で、コンクリートセグメントを容易かつ安価に製作でき
るようにする。また、帯状板で主鉄骨を二本一組として
組立てた強固な高剛性主鉄骨により補強することで、コ
ンクリートセグメントの強度を十分なものにすると共
に、高剛性主鉄骨の一部となった継手金具でコンクリー
トセグメント同士の連結を強固に行えるようにする。Then, the concrete segment can be easily and inexpensively manufactured by a simple operation of setting the ready-made high-rigidity main steel frame which is the steel frame assembly with the joint fitting. Also, by strengthening with a strong high-rigidity main steel frame constructed by assembling two main steel frames with a band-shaped plate, the strength of the concrete segment is made sufficient and a joint that became a part of the high-rigidity main steel frame. Use metal fittings to firmly connect concrete segments together.
【0009】[0009]
【実施例】以下、この発明のコンクリートセグメント
を、図示する実施例によって説明する。DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS The concrete segment of the present invention will be described below with reference to the illustrated embodiments.
【0010】コンクリートセグメント1(図1および図
2参照)は、二本平行に近接位置で並設されている両主
鉄骨2,2と、この各主鉄骨2,2の長手方向両端に、
各主鉄骨2,2を連結するようにして設けられている帯
状板10およびこの帯状板10に連結されている継手金
具3とにより、二本の主鉄骨2,2を一体化した補強用
の鉄骨組立体4が、補強用骨材として内部に複数個平行
に配設されてなっている。A concrete segment 1 (see FIGS. 1 and 2) has two main steel frames 2 and 2 arranged in parallel at a close position in parallel with each other, and both main steel frames 2 and 2 at both longitudinal ends.
By the strip-shaped plate 10 provided so as to connect the main steel frames 2 and 2 and the joint fitting 3 connected to the strip-shaped plate 10, the two main steel frames 2 and 2 are integrated for reinforcement. A plurality of steel frame assemblies 4 are arranged in parallel as reinforcing aggregates inside.
【0011】そして、この実施例での補強用の鉄骨組立
体4は、長尺の平鋼梁5,5を複数のラチス材6で連結
して断面略I型状に形成されている両主鉄骨2,2と、
この両主鉄骨2,2の長手方向端を連結する帯状板10
と帯状板10に連結され、両主鉄骨2,2と一体化して
いる継手金具5とからなっている。継手金具5は帯状板
10の内側に連結し、かつ、両主鉄骨2,2に連結して
おいてもよい。これらの各鋼材の連結は溶着によって行
なわれている。帯状板10は二本の主鉄骨2,2を相互
に連結して高剛性主鉄骨である鉄骨組立体4を組立てる
とともに継手金具5周辺のコンクリートを補強する。な
お、図2の符号7は、接続用のシース管である。なお、
符号9は接続ボルト挿入用のブロックアウトである。In the reinforcing steel frame assembly 4 of this embodiment, long flat steel beams 5 and 5 are connected by a plurality of lattice members 6 to form a substantially I-shaped cross section. Steel frames 2 and 2,
A strip plate 10 connecting the longitudinal ends of the two main steel frames 2 and 2.
And a joint fitting 5 connected to the strip plate 10 and integrated with both main steel frames 2 and 2. The joint fitting 5 may be connected to the inside of the strip plate 10 and may be connected to both main steel frames 2 and 2. Each of these steel materials is connected by welding. The strip plate 10 connects the two main steel frames 2 and 2 to each other to assemble the steel frame assembly 4 which is a high-rigidity main steel frame and reinforce the concrete around the joint fitting 5. The reference numeral 7 in FIG. 2 is a sheath tube for connection. In addition,
Reference numeral 9 is a block out for inserting a connecting bolt.
【0012】図3および図4は、この発明のコンクリー
トセグメント1における補強用鉄骨組立体4の別態様を
示すものである。3 and 4 show another embodiment of the reinforcing steel frame assembly 4 in the concrete segment 1 of the present invention.
【0013】ここでの補強用の鉄骨組立体4は、I型鋼
の上下フランジが平鋼梁5,5に相当し、長手方向に複
数の透孔8を設けたI型鋼のウエブが複数のラチス材に
相当し、I型鋼梁が主鉄骨2に相当する。このI型鋼梁
を二本一組としてその両端を帯状板10および継手金具
5で連結して一体化したものである。In the reinforcing steel frame assembly 4, the upper and lower flanges of I-shaped steel correspond to the flat steel beams 5 and 5, and the web of I-shaped steel having a plurality of through holes 8 in the longitudinal direction has a plurality of lattices. The I-type steel beam corresponds to the main steel frame 2. This I-shaped steel beam is made into a pair, and both ends thereof are connected and integrated by the strip plate 10 and the joint fitting 5.
【0014】このような鉄骨組立体4を溶着により、予
め製作しておけば、この鉄骨組立体4を複数個、型枠
(図示せず)内に平行にセットするだけの作業で強度を
十分に確保したコンクリートセグメント1を容易に製作
することができる。If such a steel frame assembly 4 is manufactured in advance by welding, a plurality of the steel frame assemblies 4 can be set in parallel in a mold (not shown) to have sufficient strength. The concrete segment 1 secured in the above can be easily manufactured.
【0015】しかも、継手金具3が補強用の鉄骨組立体
4の一部として取付けられているので、コンクリートセ
グメント1同士の連結を確実強固に行うことができる。Moreover, since the joint fitting 3 is attached as a part of the reinforcing steel frame assembly 4, the concrete segments 1 can be reliably and firmly connected to each other.
【0016】[0016]
【発明の効果】この発明によるコンクリートセグメント
は、二本一組の主鉄骨の両端を帯状板で連結するととも
に両端に継手金具5を一体に取付けた鉄骨組立体を補強
用の骨材として内部に複数個配設して製作される。In the concrete segment according to the present invention, a steel frame assembly in which both ends of a pair of main steel frames are connected by strip-shaped plates and joint fittings 5 are integrally attached to both ends is used as a reinforcing aggregate internally. It is manufactured by arranging a plurality of pieces.
【0017】そのため、予め製作した鉄骨組立体を型枠
の内部にセットするだけの作業で、コンクリートセグメ
ントの製作を容易かつ安価に行うことができる。また、
二本の主鉄骨が一本化された鉄骨組立体により、コンク
リートセグメントの強度を十分に確保することができ
る。さらに、継手金具が補強用の骨材の一部になってい
るので、コンクリートセグメント同士の連結を強固に行
うことができる。Therefore, the concrete segment can be easily and inexpensively manufactured by only setting the prefabricated steel frame assembly inside the mold. Also,
The strength of the concrete segment can be sufficiently secured by the steel frame assembly in which the two main steel frames are integrated. Further, since the joint fitting is a part of the reinforcing aggregate, the concrete segments can be firmly connected to each other.
【図1】この発明のコンクリートセグメントを示す概略
部分斜視図である。FIG. 1 is a schematic partial perspective view showing a concrete segment of the present invention.
【図2】図1の端部拡大斜視図である。FIG. 2 is an enlarged perspective view of an end portion of FIG.
【図3】この発明のコンクリートセグメントにおける高
剛性主鉄骨の別態様を示す概略部分斜視図である。FIG. 3 is a schematic partial perspective view showing another embodiment of the high-rigidity main steel frame in the concrete segment of the present invention.
【図4】図3の端部拡大斜視図である。4 is an enlarged perspective view of an end portion of FIG.
1……コンクリートセグメント、2……主鉄骨、3……
継手金具、4……鉄骨組立体、5……平鋼梁、6……ラ
チス材、7……シース管、8……透孔、9……ブロック
アウト、10……帯状板。1 ... Concrete segment, 2 ... Main steel frame, 3 ...
Joint fittings, 4 ... Steel frame assembly, 5 ... Flat steel beam, 6 ... Lattice material, 7 ... Sheath tube, 8 ... Through hole, 9 ... Blockout, 10 ... Strip plate.
Claims (1)
を複数のラチス材の両端でそれぞれ固定した主鉄骨を近
接位置で二本並設してその両端を帯状板で連結すると共
に、この帯状板の内側に、接続ボルト挿通用の孔を穿設
した継手金具を溶着して一体とした補強用の鉄骨組立体
を複数個を平行に配列してコンクリート内に埋設したこ
とを特徴とするコンクリートセグメント。1. A pair of main steel frames, in which flat steel beams arranged at intervals in parallel with each other in the vertical direction are fixed at both ends of a plurality of lattice members, are juxtaposed at adjacent positions, and both ends thereof are connected by strip-shaped plates. Inside the strip-shaped plate, a plurality of reinforcing steel frame assemblies, which are integrated by welding joint fittings having holes for inserting connection bolts, are arranged in parallel and embedded in concrete. Concrete segment to be used.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2407925A JPH0826751B2 (en) | 1990-12-27 | 1990-12-27 | Concrete segment |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2407925A JPH0826751B2 (en) | 1990-12-27 | 1990-12-27 | Concrete segment |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH04228800A JPH04228800A (en) | 1992-08-18 |
JPH0826751B2 true JPH0826751B2 (en) | 1996-03-21 |
Family
ID=18517444
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP2407925A Expired - Lifetime JPH0826751B2 (en) | 1990-12-27 | 1990-12-27 | Concrete segment |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH0826751B2 (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR100882294B1 (en) * | 2007-06-19 | 2009-02-10 | 주식회사 스마텍엔지니어링 | The support material for a tunnel |
Family Cites Families (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5035038U (en) * | 1973-07-16 | 1975-04-14 | ||
JPS5927096A (en) * | 1982-08-07 | 1984-02-13 | 都築 純一 | Concrete segment |
JPH0444718Y2 (en) * | 1986-05-15 | 1992-10-21 | ||
JPS6350999U (en) * | 1986-09-19 | 1988-04-06 |
-
1990
- 1990-12-27 JP JP2407925A patent/JPH0826751B2/en not_active Expired - Lifetime
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR100882294B1 (en) * | 2007-06-19 | 2009-02-10 | 주식회사 스마텍엔지니어링 | The support material for a tunnel |
Also Published As
Publication number | Publication date |
---|---|
JPH04228800A (en) | 1992-08-18 |
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