JP2560068Y2 - Metal fittings for concrete segments - Google Patents

Metal fittings for concrete segments

Info

Publication number
JP2560068Y2
JP2560068Y2 JP1990059032U JP5903290U JP2560068Y2 JP 2560068 Y2 JP2560068 Y2 JP 2560068Y2 JP 1990059032 U JP1990059032 U JP 1990059032U JP 5903290 U JP5903290 U JP 5903290U JP 2560068 Y2 JP2560068 Y2 JP 2560068Y2
Authority
JP
Japan
Prior art keywords
reinforcing bar
supporting plate
joint
joint end
flange portion
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
Application number
JP1990059032U
Other languages
Japanese (ja)
Other versions
JPH0417499U (en
Inventor
宗孝 大関
博英 橋本
Original Assignee
石川島建材工業株式会社
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 by 石川島建材工業株式会社 filed Critical 石川島建材工業株式会社
Priority to JP1990059032U priority Critical patent/JP2560068Y2/en
Publication of JPH0417499U publication Critical patent/JPH0417499U/ja
Application granted granted Critical
Publication of JP2560068Y2 publication Critical patent/JP2560068Y2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Description

【考案の詳細な説明】 [産業上の利用分野] 本考案は、鉄道および自動車道路用トンネルや地下道
・下水道等を構築する際に、掘削した穴の周壁に多数組
み付けて壁体を成すコンクリートセグメントを互いに接
合させるために用いるコンクリートセグメントの継手用
金具に関するものである。
[Detailed description of the invention] [Industrial application field] The present invention relates to a concrete segment which is assembled into a large number of excavated holes to form a wall when constructing tunnels for railways and motorways, underground passages, sewerage, etc. And a metal fitting for a concrete segment, which is used to join the joints to each other.

[従来の技術] トンネルや下水道等の壁体を構築するには、一般に、
連結状態で筒状となる複数個の円弧板状のコンクリート
セグメント(以下、単にセグメントと称する)を用い、
これを地中の掘削孔(一般的に断面円形)の壁面に合わ
せながら順次接合して組み付けていく方法が採られてい
る。
[Prior art] To construct walls such as tunnels and sewers, generally,
Using a plurality of arc-shaped plate-shaped concrete segments (hereinafter simply referred to as segments) which are cylindrical in a connected state,
A method has been adopted in which these are sequentially joined and assembled while being fitted to the wall surface of an underground excavation hole (generally a circular cross section).

従来、これらセグメント同士を互いに接合するにあた
っては、第5図ないし第6図に示すように、接合するセ
グメント1・1における接合端面2の近傍内面に凹所3
を設け、この凹所3と接合端面2との間のフランジ部4
に継手用金具5を埋設する。この継手用金具5は、セグ
メント1の凹所3を形成する接合端面2側の面に、接合
端面2と略平行に埋設され、シース管挿通孔6aが真ん中
にあけられた長方形状の支圧プレート6と、この支圧プ
レート6と接合端面2の間にわたるように、支圧プレー
ト6のシース管挿通孔6aに挿入固定されたシース管7と
から構成されている。そして、互いの接合端面2・2を
合わせると同時に双方の継手用金具のシース管7を連続
させ、一方のセグメント1の凹所3から支圧プレート6
のシース管7にボルト8を通し、該ボルト8の両端にワ
ッシャ9を介してナット10を締め付ける。
Conventionally, when joining these segments to each other, as shown in FIGS. 5 and 6, a concave portion 3 is formed on the inner surface near the joining end face 2 of the segment 1.1 to be joined.
And a flange portion 4 between the recess 3 and the joint end face 2.
The fitting metal fitting 5 is buried. The fitting metal fitting 5 is buried in a surface on the side of the joining end face 2 forming the recess 3 of the segment 1 substantially in parallel with the joining end face 2, and has a rectangular bearing having a sheath tube insertion hole 6 a opened in the center. It is composed of a plate 6 and a sheath tube 7 inserted and fixed in a sheath tube insertion hole 6a of the support plate 6 so as to extend between the support plate 6 and the joint end surface 2. At the same time, the joint pipes 2 are joined together, and the sheath pipes 7 of both fittings are connected at the same time.
A bolt 8 is passed through the sheath tube 7 of the above, and a nut 10 is fastened to both ends of the bolt 8 via a washer 9.

[考案が解決しようとする課題] ところで、上記継手金具5は、主に支圧プレート6が
ナット10からの締結力を受けて、その力をフランジ部4
に分散させ、フランジ部4へのクラック発生等の損傷を
防ぐ機能を果たすものであり、その受圧面積は大きいほ
ど好ましい。
[Problem to be Solved by the Invention] By the way, the joint fitting 5 mainly receives the fastening force from the nut 10 by the supporting plate 6 and applies the force to the flange portion 4.
And has a function of preventing damage to the flange portion 4 such as cracks, and the larger the pressure receiving area, the better.

しかしながら、支圧プレート6の受圧面積すなわちサ
イズそのものを大きくするには限度があり、上記機能を
十分に果たすことが出来ない場合があった。
However, there is a limit in increasing the pressure receiving area, that is, the size itself, of the support plate 6, and in some cases, the above function cannot be sufficiently performed.

本考案は、このような事情に鑑みて成されたものであ
って、上述したナットからの締結力をセグメントに十分
分散させ、接合強度の向上が図られるコンクリートセグ
メントの継手用金具を提供することを目的としている。
The present invention has been made in view of such circumstances, and provides a fitting for a concrete segment joint in which the fastening force from the nut described above is sufficiently dispersed in the segments to improve the joining strength. It is an object.

[課題を解決するための手段] 本考案は上記目的を達成するために成されたものであ
って、コンクリートセグメントの接合端面近傍内面に形
成された凹所の接合端面側の内面に該接合端面と略平行
な状態で設けられ、コンクリートセグメント同士を接合
する接合用のボルトが挿通され、該ボルトにナットが螺
合されて締め付けられる際、該ナットからの締結力を受
ける支圧プレートに、該支圧プレートよりも長い鉄筋を
支圧プレートを横切るように配置して一体化するととも
に、前記鉄筋を凹所と接合端面との間に設けられたフラ
ンジ部内に配筋することにより、支圧プレートが受ける
締結力を鉄筋を介してフランジ部に伝達分散するように
したことを特徴としている。
Means for Solving the Problems The present invention has been made to achieve the above object, and has a joint end face formed on a joint end face side of a recess formed in an inner surface near a joint end face of a concrete segment. When a bolt for joining concrete segments is inserted, and a nut is screwed into the bolt and tightened, the supporting plate receives a fastening force from the nut. By arranging a reinforcing bar longer than the supporting plate so as to cross the supporting plate and integrating the reinforcing bar, and arranging the reinforcing bar in a flange portion provided between the recess and the joint end surface, the supporting plate is Is transmitted and dispersed to the flange portion via the reinforcing bar.

[作用] 本考案のコンクリートセグメントの継手用金具によれ
ば、支圧プレートに加えて鉄筋によってもナットの締結
力を受けて鉄筋が支持プレート全体を支持するので、支
圧プレートが受ける締結力を鉄筋を介してフランジ部に
伝達分散することにより、その力がセグメントに十分に
分散され、しかも鉄筋がずれ止めの役目を果たすことに
より、コンクリートセグメント同士の接合強度の向上が
図られる。また、支圧プレートに鉄筋を固着させるだけ
なので、容易にかつ安価で製造できる。
[Action] According to the joint fitting of the concrete segment of the present invention, since the reinforcing bar receives the fastening force of the nut by the reinforcing bar in addition to the supporting plate and the reinforcing bar supports the entire supporting plate, the fastening force received by the supporting plate is reduced. By transmitting and dispersing to the flange portion via the reinforcing bar, the force is sufficiently distributed to the segments, and the reinforcing bar serves as a stopper to improve the joining strength between the concrete segments. In addition, since the reinforcing bar is simply fixed to the bearing plate, it can be manufactured easily and at low cost.

[実施例] 以下、本考案の一実施例を第1図ないし第3図を参照
して説明する。なお、これら図中第5図および第6図と
同一の構成要素には同一の符号を付しその説明を省略す
る。
[Embodiment] An embodiment of the present invention will be described below with reference to FIGS. In these figures, the same components as those in FIGS. 5 and 6 are denoted by the same reference numerals, and description thereof will be omitted.

第1図の符号11は本実施例の継手用金具の全体を指し
ている。
Reference numeral 11 in FIG. 1 indicates the entirety of the fitting for this embodiment.

この継手用金具11は支圧プレート6およびシース管7
からなる前記継手用金具5における支圧プレート6の、
セグメント1における接合端面2側の面に、断面円形の
複数本(この場合2本)の鉄筋12が支圧プレート6と平
行に溶接されて成るものである。
The joint fitting 11 includes the bearing plate 6 and the sheath tube 7.
Of the bearing plate 6 in the joint fitting 5 comprising:
A plurality of (in this case, two) reinforcing bars 12 having a circular cross section are welded in parallel with the bearing plate 6 to the surface of the segment 1 on the side of the joining end surface 2.

これら鉄筋12は、支圧プレート6における横方向の長
さの約3倍の長さを有しているもので、シース管7をは
さんで接合端面2の長さ方向に延びており、その中心を
シース管7に合わせることにより、支圧プレート6から
横にはみ出る部分の長さは同一と成っている。
These reinforcing bars 12 have a length of about three times the lateral length of the bearing plate 6, and extend in the longitudinal direction of the joint end face 2 with the sheath tube 7 interposed therebetween. By aligning the center with the sheath tube 7, the length of the portion protruding laterally from the supporting plate 6 is the same.

この継手用金具11は、第2図および第3図に示すよう
に、セグメント1のフランジ部4に、支圧プレート6が
接合端面2と平行で凹所3に臨み、シース管7の先端が
接合端面2に露出し、鉄筋12全体がフランジ部4に没す
るようセグメント1に対して埋設される。
As shown in FIGS. 2 and 3, the fitting metal fitting 11 has a bearing plate 6 parallel to the joint end face 2 facing the concave portion 3 on the flange portion 4 of the segment 1, and a distal end of the sheath tube 7 having a distal end. The reinforcing bar 12 is buried in the segment 1 so as to be exposed at the joint end surface 2 and to be immersed in the flange portion 4.

そして、従来と同様に、セグメント1の互いの接合端
面2を合わせると同時に双方のシース管7・7を連続さ
せ、一方のセグメント1の凹所3から双方の支圧プレー
ト6・6のシース管7・7にボルト8を通し、ボルト8
の両端にワッシャ9を介してナット10を締め付けること
により、セグメント1同士が接合される。
In the same manner as in the prior art, the two jointed end faces 2 of the segment 1 are aligned with each other, and at the same time, the two sheathed tubes 7, 7 are connected to each other. Pass bolt 8 through 7.7
The segments 1 are joined to each other by tightening the nuts 10 at both ends through washers 9.

上記本実施例の継手用金具11によれば、支圧プレート
6に加えて鉄筋12もナット10の締結締結力を受けて鉄筋
12が支持プレート6全体を支持するので、支圧プレート
6が受けた締結力を鉄筋12を介してフランジ部4に伝達
分散することにより、その力がフランジ部4に十分に分
散され、しかもこの鉄筋12がずれ止めの役目を果たすこ
とにより、セグメント1同士の接合強度の向上が図られ
る。また、支圧プレート6に鉄筋12を溶接するだけで構
成できるので、容易にかつ安価で製造できる。さらに鉄
筋12はセグメント1の構造材としての機能も果たし得
る。この場合、鉄筋12の両端を適宜に屈曲させると効果
的である。
According to the joint fitting 11 of the present embodiment, in addition to the bearing plate 6, the rebar 12 also receives the fastening force of the nut 10 and receives the rebar.
Since the supporting plate 12 supports the entire supporting plate 6, the fastening force received by the supporting plate 6 is transmitted and dispersed to the flange portion 4 via the reinforcing bar 12, so that the force is sufficiently dispersed to the flange portion 4. The reinforcing strength of the reinforcing bars 12 serves to prevent slippage, thereby improving the joining strength between the segments 1. In addition, since it can be constituted only by welding the reinforcing bar 12 to the supporting plate 6, it can be manufactured easily and at low cost. Further, the reinforcing bar 12 can also function as a structural material of the segment 1. In this case, it is effective to appropriately bend both ends of the reinforcing bar 12.

第4図は本考案の他の実施例を示しており、この継手
用金具20は、上記継手用金具11における鉄筋12の接合端
面2側に、鉄筋12と直交させて2本の鉄筋21を溶接した
もので、言うなれば支圧プレート6に対して鉄筋12、21
を井げた状に組んで溶接している。この継手用金具20に
よれば、前記継手用金具11よりもさらなる接合強度の向
上が期待出来る。この場合、鉄筋12,21がナット10から
締結力を均等に受けるよう、バランス良く配することが
望まれる。
FIG. 4 shows another embodiment of the present invention. This joint fitting 20 has two rebars 21 perpendicular to the rebar 12 on the joint end face 2 side of the rebar 12 in the joint fitting 11. It is welded, so to speak, the reinforcing plates 12 and 21
Are welded together. According to the joint fitting 20, it is expected that the joint strength is further improved than the joint fitting 11. In this case, it is desired that the reinforcing bars 12 and 21 be arranged in a well-balanced manner so that the reinforcing bars 12 and 21 receive the fastening force from the nut 10 evenly.

なお、上記各実施例において、鉄筋12は断面円形であ
るが、断面異形あってもよく、また、何本支圧プレート
6に固着させても良い。さらに、支圧プレート6に直接
固定されることにより支圧プレート6が受ける締結力を
フランジ部4に分散する鉄筋12を支圧プレート6と一体
化する構成であれば、支圧プレート6の凹所側外面やそ
れ以外の面に溶接したり、支圧プレート6の内部に挿通
したり、あるいは支圧プレート6と一体に鋳造するなど
して鉄筋12(21)を支圧プレート6に設けても良い。
In each of the above embodiments, the reinforcing bar 12 has a circular cross section, but may have an irregular cross section and may be fixed to any number of the supporting plates 6. Furthermore, if the reinforcing bar 12 that is directly fixed to the support plate 6 and distributes the fastening force received by the support plate 6 to the flange portion 4 is integrated with the support plate 6, the recess of the support plate 6 can be formed. The reinforcing bar 12 (21) is provided on the supporting plate 6 by welding to the outer surface on the site side or the other surface, passing through the inside of the supporting plate 6, or casting integrally with the supporting plate 6. Is also good.

[考案の効果] 以上説明したように、本考案のコンクリートセグメン
トの継手用金具によれば、コンクリートセグメントの接
合端面近傍内面に形成された凹所の接合端面側の内面に
該接合端面と略平行な状態で設けられ、コンクリートセ
グメント同士を接合する接合用のボルトが挿通され、該
ボルトにナットが螺合されて締め付けられる際、該ナッ
トからの締結力を受ける支圧プレートに、該支圧プレー
トよりも長い鉄筋を支圧プレートを横切るように配置し
て一体化するとともに、前記鉄筋を凹所と接合端面との
間に設けられたフランジ部内に配筋することにより、支
圧プレートが受ける締結力を鉄筋を介してフランジ部に
伝達分散するようにしたことを特徴とするから、鉄筋が
支持プレート全体を支持することにより、支圧プレート
にかかるナットの締結力が鉄筋を介して十分にフランジ
部に分散され、このため、コンクリートセグメント同士
の接合強度の向上が図られるとともに、また、支圧プレ
ートに鉄筋を固着するだけなので、容易に、かつ安価で
製造出来るといった効果を奏する。
[Effects of the Invention] As described above, according to the joint fitting for a concrete segment of the present invention, the joint surface of the concrete segment is substantially parallel to the inner surface of the concave portion formed on the inner surface near the joint end surface. When a bolt for joining concrete segments is inserted, and a nut is screwed into the bolt and tightened, the supporting plate receives a fastening force from the nut. By arranging a longer reinforcing bar across the supporting plate and integrating the reinforcing bar, and by arranging the reinforcing bar in a flange portion provided between the recess and the joint end surface, the fastening received by the supporting plate is achieved. Since the force is transmitted and dispersed to the flange portion via the reinforcing bar, the reinforcing bar supports the entire support plate and The fastening force of the car nut is sufficiently dispersed to the flange portion via the reinforcing bar, and as a result, the joint strength between the concrete segments is improved, and also, since the reinforcing bar is merely fixed to the bearing plate, In addition, there is an effect that it can be manufactured at low cost.

【図面の簡単な説明】[Brief description of the drawings]

第1図は本考案の継手用金具の一実施例の斜視図、第2
図はその継手用金具をセグメントの周方向の接合端面近
傍に埋設した状態を示す正面図、第3図はその側断面
図、第4図は本考案の他の実施例の斜視図、第5図は従
来の継手用金具をセグメントの周方向の接合端面近傍に
埋設した正面図、第6図はその側断面図である。 1……コンクリートセグメント、2……接合端面、3…
…凹所、4……フランジ部、6……支圧プレート、8…
…接合用ボルト、10……ナット、11,20……継手用金
具、12、21……鉄筋。
FIG. 1 is a perspective view of an embodiment of the fitting for the present invention, FIG.
FIG. 3 is a front view showing a state in which the fitting is buried in the vicinity of the joining end face in the circumferential direction of the segment. FIG. 3 is a side sectional view thereof. FIG. 4 is a perspective view of another embodiment of the present invention. The figure is a front view in which a conventional fitting is buried in the vicinity of the joining end face in the circumferential direction of the segment, and FIG. 6 is a side sectional view thereof. 1 ... concrete segment, 2 ... joint end face, 3 ...
... recess, 4 ... flange, 6 ... bearing plate, 8 ...
... Joint bolts, 10 ... Nuts, 11,20 ... Fittings for joints, 12, 21 ... Rebar.

Claims (1)

(57)【実用新案登録請求の範囲】(57) [Scope of request for utility model registration] 【請求項1】コンクリートセグメントの接合端面近傍内
面に形成された凹所の接合端面側の内面に該接合端面と
略平行な状態で設けられ、コンクリートセグメント同士
を接合する接合用のボルトが挿通され、該ボルトにナッ
トが螺合されて締め付けられる際、該ナットからの締結
力を受ける支圧プレートに、該支圧プレートよりも長い
鉄筋を支圧プレートを横切るように配置して一体化する
とともに、前記鉄筋を凹所と接合端面との間に設けられ
たフランジ部内に配筋することにより、支圧プレートが
受ける締結力を鉄筋を介してフランジ部に伝達分散する
ようにしたことを特徴とするコンクリートセグメントの
継手用金具。
1. A joint bolt for joining concrete segments is provided on an inner surface on a joint end surface side of a recess formed on an inner surface near a joint end surface of a concrete segment in a state substantially parallel to the joint end surface. When a nut is screwed into the bolt and tightened, a reinforcing bar longer than the supporting plate is arranged on the supporting plate receiving the fastening force from the nut so as to cross the supporting plate and integrated. By arranging the reinforcing bar in a flange portion provided between the recess and the joint end face, the fastening force received by the bearing plate is transmitted and dispersed to the flange portion via the reinforcing bar. Metal fittings for concrete segments to be used.
JP1990059032U 1990-06-04 1990-06-04 Metal fittings for concrete segments Expired - Lifetime JP2560068Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1990059032U JP2560068Y2 (en) 1990-06-04 1990-06-04 Metal fittings for concrete segments

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1990059032U JP2560068Y2 (en) 1990-06-04 1990-06-04 Metal fittings for concrete segments

Publications (2)

Publication Number Publication Date
JPH0417499U JPH0417499U (en) 1992-02-13
JP2560068Y2 true JP2560068Y2 (en) 1998-01-21

Family

ID=31585175

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1990059032U Expired - Lifetime JP2560068Y2 (en) 1990-06-04 1990-06-04 Metal fittings for concrete segments

Country Status (1)

Country Link
JP (1) JP2560068Y2 (en)

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS58129995U (en) * 1982-02-22 1983-09-02 フジミ工研株式会社 Joint fittings for concrete segments
JPS5927294U (en) * 1982-08-13 1984-02-20 石川島建材工業株式会社 Concrete segment joint device

Also Published As

Publication number Publication date
JPH0417499U (en) 1992-02-13

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