[go: up one dir, main page]
More Web Proxy on the site http://driver.im/

JPH052714Y2 - - Google Patents

Info

Publication number
JPH052714Y2
JPH052714Y2 JP1985159605U JP15960585U JPH052714Y2 JP H052714 Y2 JPH052714 Y2 JP H052714Y2 JP 1985159605 U JP1985159605 U JP 1985159605U JP 15960585 U JP15960585 U JP 15960585U JP H052714 Y2 JPH052714 Y2 JP H052714Y2
Authority
JP
Japan
Prior art keywords
steel plate
plate
chord member
joint
shaped metal
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
JP1985159605U
Other languages
Japanese (ja)
Other versions
JPS6272398U (en
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 filed Critical
Priority to JP1985159605U priority Critical patent/JPH052714Y2/ja
Publication of JPS6272398U publication Critical patent/JPS6272398U/ja
Application granted granted Critical
Publication of JPH052714Y2 publication Critical patent/JPH052714Y2/ja
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Landscapes

  • Joining Of Building Structures In Genera (AREA)

Description

【考案の詳細な説明】 〔産業上の利用分野〕 この考案はトンネル覆工用セグメントの接合を
構成するセグメント継手構造に関するものであ
る。
[Detailed description of the invention] [Industrial field of application] This invention relates to a segment joint structure that constitutes a joint between segments for tunnel lining.

〔考案が解決しようとする問題点〕[Problem that the invention attempts to solve]

セグメントの補強鉄骨に継手を予め接合してセ
グメント相互の連結を容易にした補強鋼材はこれ
まで各種提案されているが、継手金具にボルトボ
ツクスを確保する手段が設けられていないためセ
グメント成型時にボルトボツクスを確実に取りに
くく、例えば実公昭54−37133号公報に示すよう
にそのための部材すなわち梁取付金具を改めて取
り付けておかなければならない難点がある。
Various reinforcing steel materials have been proposed in which joints are pre-bonded to the reinforcing steel frame of segments to facilitate the connection of segments, but since there is no means to secure bolt boxes in the joint fittings, bolts cannot be easily connected when forming segments. It is difficult to remove the box reliably, and as shown in Japanese Utility Model Publication No. 54-37133, for example, there is a problem in that a member for this purpose, that is, a beam mounting bracket must be reattached.

この考案は前記考案を改良し、ボルトボツクス
確保という点に着目してなされたもので、継手プ
レートにU字状の金物を接合し、上下弦材を連結
するプレートを突出させておくことにより構造が
簡単で耐力的に勝れ、かつボルトボツクスを形成
しうるようにすることにある。
This idea was created by improving the above idea and focusing on securing the bolt box.The structure was created by joining a U-shaped metal fitting to the joint plate and leaving the plate connecting the upper and lower chord members protruding. The purpose is to make it simple, have superior strength, and be able to form a bolt box.

〔問題点を解決するための手段〕[Means for solving problems]

この考案は、略中央部にボルト孔を有する継手
鋼板プレートの裏側に鋼板を湾曲したU字状をな
すU型金物を接合してボルトボツクスを形成し、
かつ前記U型金物の先端と鋼板からなる補強鉄骨
端部の上弦材と下弦材とを連結する鋼板プレート
の端部プレートの突出端を溶接することにより前
記目的達成するものである。
This idea forms a bolt box by joining a U-shaped metal fitting made of a curved steel plate to the back side of a joint steel plate plate that has a bolt hole approximately in the center.
The above object is achieved by welding the protruding end of the end plate of the steel plate plate that connects the tip of the U-shaped hardware and the upper chord member and lower chord member of the end portion of the reinforced steel frame made of steel plate.

〔実施例〕〔Example〕

以下この考案を一実施例を示す図面により説明
する。
This invention will be explained below with reference to drawings showing one embodiment.

このセグメント継手金具Aはボルト孔aの設け
られた継手プレート1に鋼板を湾曲したU字状の
U型金物2を接合したもので、U型金物2に囲ま
れた部分がボルトボツクスbを形成し、補強鉄骨
Bに接合されてセグメントの補強鋼材Cを構成す
る。
This segment joint fitting A is made by joining a U-shaped U-shaped metal fitting 2 made of a curved steel plate to a joint plate 1 provided with bolt holes a, and the part surrounded by the U-shaped metal fitting 2 forms a bolt box b. Then, it is joined to the reinforcing steel frame B to constitute the reinforcing steel material C of the segment.

補強鉄骨Bは鋼板を組み立ててなるもので、湾
曲した上弦材3と下弦材4をプレート5で連結し
て構成される。
The reinforcing steel frame B is made by assembling steel plates, and is configured by connecting curved upper chord members 3 and lower chord members 4 with plates 5.

この補強鉄骨B両端部の突出したプレート5にセ
グメント継手金具Aは図示するようにU型金物2
の先端において溶接される。このとき必要に応じ
て第2図のようにアンカー筋6をU型金物2の両
側面に溶接するとともに、弦材に溶接してセグメ
ント継手金具Aの接合を補強する。
The segment joint fittings A are attached to the protruding plates 5 at both ends of the reinforcing steel frame B, as shown in the figure.
Welded at the tip of the At this time, anchor reinforcements 6 are welded to both sides of the U-shaped hardware 2 as shown in FIG. 2, and also to the chord members to reinforce the connection of the segment joint fittings A, if necessary.

以上のように構成された補強鋼材Cより成型さ
れたセグメント相互の接続後、ボルトボツクスb
にはモルタル等が充てんされる。
After connecting the segments formed from the reinforcing steel material C constructed as described above, the bolt box b
is filled with mortar etc.

〔考案の効果〕[Effect of idea]

この考案では継手金具に予めボルトボツクスが
設けられているため、セグメント相互の連結を容
易に、確実に行うことができる。
In this invention, since the bolt box is provided in advance on the joint fitting, the segments can be easily and reliably connected to each other.

また、セグメント継手部のU型金物が、鋼板を
湾曲してU字状に形成されていることにより、U
型金物には面内応力(垂直応力おわび面内剪断応
力)が発生し、曲げ応力は発生しにくいため、セ
グメント継手金具は少々の過大外力によつては変
形しにくく強度が大きい。しかもセグメントの断
面欠損も少ない。
In addition, the U-shaped metal fittings of the segment joints are formed into a U-shape by curving a steel plate.
In-plane stress (normal stress and in-plane shear stress) is generated in molded metal parts, and bending stress is difficult to generate, so segment joint fittings are difficult to deform due to slightly excessive external force and have high strength. Furthermore, there are fewer cross-sectional defects in the segments.

また、セグメント継手金具と補強鉄骨とは、補
強鉄骨端部の垂直プレートの突出端とU型金物の
先端とを溶接することにより接合されているた
め、両者は簡単な接合構造によつて一体的に接合
され、したがつて、両者間の過大応力も確実・ス
ムーズに伝達させることができる。
In addition, the segment joint fittings and the reinforcing steel frame are joined by welding the protruding end of the vertical plate at the end of the reinforcing steel frame and the tip of the U-shaped metal fitting, so they can be integrated into one piece with a simple joint structure. Therefore, excessive stress between the two can be transmitted reliably and smoothly.

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

第1図、第2図はこの考案の実施例を示した斜
視図である。 A……セグメント継手金具、B……補強鉄骨、
C……補強鋼材、1……継手プレート、a……ボ
ルト孔、2……U型金物、b……ボルトボツク
ス、3……上弦材、4……下弦材、5……プレー
ト、6……アンカー筋。
FIGS. 1 and 2 are perspective views showing an embodiment of this invention. A... Segment joint fittings, B... Reinforced steel frame,
C... Reinforcement steel material, 1... Joint plate, a... Bolt hole, 2... U-shaped hardware, b... Bolt box, 3... Upper chord material, 4... Lower chord material, 5... Plate, 6... ...anchor muscle.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 略中央部にボルト孔を有する継手鋼板プレート
の裏側に鋼板を湾曲してU字状をなすU型金物を
接合してボルトボツクスを形成し、かつ前記U型
金物の先端と鋼板からなる補強鉄骨端部の上弦材
と下弦材とを連結する鋼板プレートの端部プレー
トの突出端を溶接することにより連結したことを
特徴とするセグメント継手構造。
A U-shaped metal fitting formed by curving a steel plate to form a U-shape is joined to the back side of a joint steel plate plate having a bolt hole approximately in the center to form a bolt box, and a reinforced steel frame consisting of the tip of the U-shaped metal fitting and the steel plate. A segment joint structure characterized in that an upper chord member and a lower chord member at the end portions are connected by welding the protruding ends of the end plates of the steel plate plates that connect the upper chord member and the lower chord member.
JP1985159605U 1985-10-18 1985-10-18 Expired - Lifetime JPH052714Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1985159605U JPH052714Y2 (en) 1985-10-18 1985-10-18

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1985159605U JPH052714Y2 (en) 1985-10-18 1985-10-18

Publications (2)

Publication Number Publication Date
JPS6272398U JPS6272398U (en) 1987-05-09
JPH052714Y2 true JPH052714Y2 (en) 1993-01-22

Family

ID=31084192

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1985159605U Expired - Lifetime JPH052714Y2 (en) 1985-10-18 1985-10-18

Country Status (1)

Country Link
JP (1) JPH052714Y2 (en)

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5437133U (en) * 1977-08-18 1979-03-10

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5437133U (en) * 1977-08-18 1979-03-10

Also Published As

Publication number Publication date
JPS6272398U (en) 1987-05-09

Similar Documents

Publication Publication Date Title
JP2707207B2 (en) Joint structure between steel pipe column and beam
JPH0921114A (en) Composite precast floor slab of steel plate and concrete and joint structure thereof
JPH052714Y2 (en)
JP3039925B1 (en) Beam and beam joint structure
JP2978727B2 (en) The end is reinforced concrete and the center is a steel beam
JP2545626Y2 (en) PC beam
JP4011499B2 (en) Joint structure of steel column and steel beam
JPH0221610Y2 (en)
JP4727091B2 (en) Steel joint structures in reinforced steel concrete structures
JPH03212534A (en) Pillar-beam joint part
JPS63210321A (en) Pillar/beam connection structure
JP2001214543A (en) Joint for tie
JPS5817846Y2 (en) Column and beam joining equipment
JPS63251542A (en) Connection structure of pillar and beam
JPS5835767Y2 (en) Joining hardware between H-shaped columns and beams in steel frame structures
JPS6354097B2 (en)
JPH0220322Y2 (en)
JP2971758B2 (en) Joint structure of space truss
JP2662760B2 (en) Joint structure between steel pipe column and beam
JP2023149167A (en) Reinforcement connection part structure for existing frame member
JPH036716Y2 (en)
JPH0518414Y2 (en)
JPH0118721Y2 (en)
JP2537716B2 (en) Joint structure of steel pipe column and beam and joint metal used for it
JPH0423999Y2 (en)