JPH04228800A - Concrete segment - Google Patents
Concrete segmentInfo
- Publication number
- JPH04228800A JPH04228800A JP2407925A JP40792590A JPH04228800A JP H04228800 A JPH04228800 A JP H04228800A JP 2407925 A JP2407925 A JP 2407925A JP 40792590 A JP40792590 A JP 40792590A JP H04228800 A JPH04228800 A JP H04228800A
- Authority
- JP
- Japan
- Prior art keywords
- main steel
- concrete segment
- steel frame
- concrete
- steel frames
- 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.)
- Granted
Links
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 46
- 239000010959 steel Substances 0.000 claims abstract description 46
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 13
- 239000002184 metal Substances 0.000 abstract description 4
- 238000009415 formwork Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 1
- 239000000463 material Substances 0.000 description 1
Landscapes
- Lining And Supports For Tunnels (AREA)
Abstract
Description
【0001】0001
【産業上の利用分野】この発明は、シールドトンネル等
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 This invention relates to concrete segments used for constructing shield tunnels and the like.
【0002】0002
【従来技術】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
筋や小径の鉄筋等を組んだ所謂鉄筋篭を使用しているも
のが一般に知られている。[Prior art] Conventionally, this type of concrete segment was
It is generally known that a so-called reinforcing bar cage made of large-diameter main reinforcing bars, small-diameter reinforcing bars, etc. is used as reinforcing aggregate disposed inside.
【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。[Problems to be Solved by the Invention] However, with this conventional reinforced cage for concrete segments, the work of assembling a large number of reinforcing bars that make up the cage is extremely troublesome.
Because it is a combination of many reinforcing bars, it cannot be said to have high rigidity, and its reinforcing effect on concrete segments is not necessarily fully demonstrated.
【0004】またコンクリートセグメント同士を連結す
る継手柵具の前述した鉄筋篭への固定も、アンカー筋等
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。[0004]Furthermore, since the joint fence that connects the concrete segments to each other is fixed to the above-mentioned reinforcing bar cage through anchor bars or the like, it cannot be said to be strong, and the concrete segments cannot be firmly connected to each other.
【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。[0005] As described above, conventional concrete segments have problems in that the production work is troublesome and expensive, and the strength of the segments themselves and the strength of connections 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。[0006] The present invention was devised in view of the above-mentioned circumstances, and its purpose is to provide a concrete segment that can be manufactured easily and inexpensively, and that can also ensure sufficient strength of the segments themselves and their connections. Our goal is to provide the following.
【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
セグメントによれば、二本平行に近接位置で併設されて
いる両主鉄骨と、この各主鉄骨の長手方向両端に、各主
鉄骨を連結するようにして設けられている継手金具とに
より、二本の主鉄骨を一体化して一本化された高剛性主
鉄骨が、補強用骨材として内部に複数配設されてなって
いる。[Means for Solving the Problems] According to the concrete segment of the present invention, two main steel frames are installed adjacent to each other in parallel, and each main steel frame is connected to both longitudinal ends of each main steel frame. A plurality of high-rigidity main steel frames, which are made by integrating the two main steel frames into one by using the joint fittings provided in this manner, are arranged inside as reinforcing aggregates.
【0008】そしてこの継手金具により一本化して製作
された既設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。また継手金具で二本一組としてなる強
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。[0008] Concrete segments can be easily and inexpensively manufactured by simply setting an existing high-rigidity main steel frame that has been manufactured in one piece using this joint fitting. In addition, by reinforcing the strong high-rigidity main steel frame in pairs with joint fittings, the concrete segments have sufficient strength, and the joint metal fittings, which are part of the high-rigidity main steel frame, are used to connect the concrete segments. to ensure strong connections.
【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。DESCRIPTION OF THE PREFERRED EMBODIMENTS The concrete segment of the present invention will be explained 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併設されている両主
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
いる継手金具3とにより、二本の主鉄骨2,2を一体化
して一本化された高剛性主鉄骨4が、補強用骨材として
内部に複数配設されてなっている。[0010] The concrete segment 1 (see Figs. 1 and 2) has two main steel frames 2, 2 installed parallel to each other in close proximity, and two main steel frames 2, 2 at both longitudinal ends of each main steel frame 2, 2. The two main steel frames 2, 2 are integrated into a single high-rigidity main steel frame 4 by means of a joint fitting 3 provided to connect the steel frames 2, 2. There are multiple locations in the area.
【0011】そしてこの実施例での高剛性主鉄骨4は、
長尺の平鋼梁5を複数のラチス材6で断面略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の長手方向端に直結されて、両主鉄骨2, 2を連結
一体化している継手金具5とからなっている。なおこの
図2の符号6は、接続用のシース管である。[0011]The high-rigidity main steel frame 4 in this embodiment is
Both main steel frames 2, 2 are formed of a long flat steel beam 5 with a plurality of lattice members 6 and have a substantially I-shaped cross section;
A joint fitting 5 is directly connected to the longitudinal end of the main steel frame 2 to connect and integrate both the main steel frames 2, 2. Note that the reference numeral 6 in FIG. 2 is a sheath tube for connection.
【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における高剛性主鉄骨4の別態様を示す
ものである。FIGS. 3 and 4 show another embodiment of the high-rigidity main steel frame 4 in the concrete segment 1 of the present invention.
【0013】ここでの高剛性主鉄骨4は、その両主鉄骨
2, 2を、ウエブ部の長手方向に複数の透孔7が設け
られたI型鋼梁としてなっている。[0013] The high-rigidity main steel frame 4 here has both main steel frames 2, 2 being I-shaped steel beams having a plurality of through holes 7 in the longitudinal direction of the web portion.
【0014】このような構成からなるこの発明のコンク
リートセグメント1によれば、既設の高剛性主鉄骨4を
型枠(図示せず)内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。According to the concrete segment 1 of the present invention having such a configuration, concrete with sufficient strength can be produced by simply setting the existing high-rigidity main steel frame 4 into the formwork (not shown). Segment 1 can be easily manufactured.
【0015】しかも継手金具3が高剛性主鉄骨4の一部
として設けられているので、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 provided as a part of the high-rigidity main steel frame 4, the concrete segment 1
The connections between the two can be reliably and firmly established.
【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、継手金具による連結で二本の主鉄骨が一本化された
高剛性主鉄骨を、補強用骨材として内部に複数配設して
なっている。Effects of the Invention The concrete segment according to the present invention has a plurality of high-rigidity main steel frames, each of which is made up of two main steel frames connected by a joint fitting, arranged inside as reinforcing aggregate.
【0017】そのため高剛性主鉄骨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
一本化された高剛性主鉄骨により、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
金具が高剛性主鉄骨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。[0017] Therefore, concrete segments can be manufactured easily and inexpensively by simply setting the high-rigidity main steel frame inside the formwork. Furthermore, the high-rigidity main steel frame, which combines two main steel frames into one, ensures sufficient strength of the concrete segment. Furthermore, since the joint fittings are part of the high-rigidity main steel frame, 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A部拡大斜視図である。FIG. 2 is an enlarged perspective view of section A in FIG. 1;
【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2のB部拡大斜視図である。FIG. 4 is an enlarged perspective view of section B in FIG. 2;
1…コンクリートセグメント、2…主鉄骨、3…継手金
具、4…高剛性主鉄骨、5…平鋼梁、6…ラチス材、7
…シース管、8…透孔。1... Concrete segment, 2... Main steel frame, 3... Joint fittings, 4... High rigidity main steel frame, 5... Flat steel beam, 6... Lattice material, 7
...Sheath tube, 8...Through hole.
Claims (1)
両主鉄骨と、この各主鉄骨の長手方向両端に、各主鉄骨
を連結するようにして設けられている継手金具とにより
、前記二本の主鉄骨を一体化して一本化された高剛性主
鉄骨が、補強用骨材として内部に複数配設されているこ
とを特徴とするコンクリートセグメント。Claim 1: Two main steel frames installed in parallel in close proximity to each other, and joint fittings provided at both longitudinal ends of each of the main steel frames to connect the main steel frames. A concrete segment characterized by a plurality of high-rigidity main steel frames, which are made by integrating two main steel frames, arranged inside as a reinforcing aggregate.
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 true JPH04228800A (en) | 1992-08-18 |
JPH0826751B2 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 |
Citations (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 |
JPS62185797U (en) * | 1986-05-15 | 1987-11-26 | ||
JPS6350999U (en) * | 1986-09-19 | 1988-04-06 |
-
1990
- 1990-12-27 JP JP2407925A patent/JPH0826751B2/en not_active Expired - Lifetime
Patent Citations (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 |
JPS62185797U (en) * | 1986-05-15 | 1987-11-26 | ||
JPS6350999U (en) * | 1986-09-19 | 1988-04-06 |
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 |
---|---|
JPH0826751B2 (en) | 1996-03-21 |
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