JP3004201U - Joint fitting for concrete segment - Google Patents
Joint fitting for concrete segmentInfo
- Publication number
- JP3004201U JP3004201U JP1994005153U JP515394U JP3004201U JP 3004201 U JP3004201 U JP 3004201U JP 1994005153 U JP1994005153 U JP 1994005153U JP 515394 U JP515394 U JP 515394U JP 3004201 U JP3004201 U JP 3004201U
- Authority
- JP
- Japan
- Prior art keywords
- fitting
- concrete segment
- joint
- side plates
- beam member
- 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)
Abstract
(57)【要約】
【目的】 主要梁材との取付け状態を複雑な構造とせず
に強固に行え、コンクリートセグメント同士の接合状態
を確実に保持できるコンクリートセグメント用継手金具
を提供する。
【構成】 この考案のコンクリートセグメント用継手金
具1では、コンクリートセグメント内に配設される平鋼
である補強用梁材7の嵌合凸部6を、継手金具1におけ
る両側板5の嵌合用凹部4へ嵌合させるようにして、平
鋼の補強用梁材7と継手金具1の両側板5との取付け部
構造を簡単なものにする。また、補強用梁材7の両側板
5への固定は、嵌合凸部6を嵌合用凹部4へ嵌合させて
溶接することで強固に行えて、長年使用した時にも、コ
ンクリートセグメントの接合状態を確実に保持できるよ
うにする。
(57) [Summary] [Purpose] To provide a concrete segment joint fitting that can be firmly attached to a main beam without a complicated structure and can reliably hold the joined state of concrete segments. According to the joint fitting 1 for concrete segment of the present invention, the fitting projection 6 of the reinforcing beam member 7 which is a flat steel arranged in the concrete segment is provided with the fitting recess of both side plates 5 of the fitting 1. 4, the flat beam reinforcing beam member 7 and the side plates 5 of the joint fitting 1 are simply attached to each other. Further, the reinforcing beam member 7 can be firmly fixed to the both side plates 5 by fitting the fitting convex portion 6 into the fitting concave portion 4 and welding the same, so that the concrete segment can be joined even when used for many years. Make sure that the state can be maintained.
Description
【0001】[0001]
この考案は、コンクリートセグメント同士を接合すべく、コンクリートセグメ ントの接合端面部に設けて使用する継手金具に関するものである。 The present invention relates to a joint fitting that is used by being provided on a joint end surface portion of a concrete segment for joining concrete segments to each other.
【0002】[0002]
従来、この種の継手金具としては、コンクリートセグメントにおける接合端面 側に設けられており、接合ボルト用の貫通孔が穿設されている支圧板と、この支 圧板の幅方向両端部からコンクリートセグメント内へ延びる両側板とから断面略 コ字状に形成されているものが一般に知られている。 Conventionally, this type of joint fitting has been provided on the joint end face side of a concrete segment and has a bearing plate with through holes for joining bolts drilled, and the widthwise ends of the bearing plate inside the concrete segment. It is generally known that it is formed in a substantially U-shaped cross-section from both side plates extending to.
【0003】[0003]
しかし、最近では、接合ボルトに加わった応力が、支圧板から補強部材へ、ま たこの補強部材からコンクリートセグメント本体へと確実に流れるように、継手 金具と、コンクリートセグメントにおける平鋼等の主要梁材とを、継手金具のア ンカー部材を兼ねて直結する場合がある。そして、このような場合、前述した従 来の継手金具では、継手金具と主要梁材との取付け部の構造が問題となる。 However, recently, in order to ensure that the stress applied to the joint bolts flows from the pressure bearing plate to the reinforcing member and from this reinforcing member to the concrete segment body, the joint fitting and the main beam of flat steel or the like in the concrete segment are surely flown. In some cases, it may be directly connected to the material also as the anchor member of the fitting. In such a case, in the above-mentioned conventional joint fitting, the structure of the attachment portion between the joint fitting and the main beam member becomes a problem.
【0004】 即ち、従来の継手金具では、継手金具に応力が加わると変形する等のことから 、継手金具から主要梁材が抜け出るような状態となることがあり、継手金具と主 要梁材との取付け状態が確実でなくなることがある。このことは、コンクリート セグメントの組立て後に、接合状態が悪くなり、各コンクリートセグメントの接 合が十分に行われていない状態となってしまうことになる。That is, in the conventional fitting, the main beam may sometimes come out of the fitting because the fitting may be deformed when stress is applied to the fitting and the fitting may not come out. The installation state of may not be reliable. This means that after the concrete segments have been assembled, the joint condition deteriorates and the concrete segments are not sufficiently joined.
【0005】 ところが、継手金具と主要梁材との取付け状態を強固なものにしようとすると 、その取付け部の構造が複雑なものとなり、コンクリートセグメントの製作時に おける継手金具の設置が面倒なものとなる。However, if an attempt is made to make the attachment state of the joint fitting and the main beam material strong, the structure of the attachment part becomes complicated, and the installation of the joint fitting at the time of manufacturing the concrete segment is troublesome. Become.
【0006】 この考案は前述した事情に鑑みて創案されたもので、その目的は主要梁材との 取付け状態を複雑な構造とせずに強固に行え、コンクリートセグメント同士の接 合状態を確実に保持できるコンクリートセグメント用継手金具を提供することに ある。The present invention was created in view of the above-mentioned circumstances, and its purpose is to firmly attach the main beam member without a complicated structure, and to reliably maintain the connection state between concrete segments. The purpose is to provide a fitting for a concrete segment that can be made.
【0007】[0007]
この考案によるコンクリートセグメント用継手金具は、コンクリートセグメン トにおける接合端面部に設けられ、接合ボルト用の貫通孔が穿設されている支圧 板と、この支圧板の幅方向両端部からコンクリートセグメント内に延びて支圧板 とで断面略コ字状に一体化され、対向する面の同一位置に嵌合用凹部を有する両 側板と、この両側板の嵌合用凹部へ嵌合させるべく端部を幅広にして形成した嵌 合凸部を有し、コンクリートセグメント内部に配設される平鋼の補強用梁材とか らなる。また、この補強用梁材は、その端部の嵌合凸部を両側板の嵌合用凹部へ 嵌合させた状態で溶接して、両側板に固定されている。 A concrete segment joint fitting according to the present invention is provided on a joint end face portion of a concrete segment and has a support plate having a through hole for a joint bolt, and the widthwise both ends of the support plate inside the concrete segment. And the pressure bearing plates are integrated into a substantially U-shaped cross section, and both side plates have fitting recesses at the same position on the opposite surfaces, and the ends are widened to fit into the fitting recesses of both side plates. It is composed of a flat steel reinforcing beam member having a fitting convex portion formed by being arranged inside a concrete segment. Further, the reinforcing beam member is fixed to both side plates by welding while the fitting convex portion of the end portion is fitted into the fitting concave portions of the both side plates.
【0008】 そして、このような本考案のコンクリートセグメント用継手金具によれば、補 強用梁材の嵌合凸部を両側板の嵌合用凹部へ嵌合させるようにして、平鋼の補強 用梁材と継手金具の両側板との取付け部の構造を簡単なものにする。According to the joint fitting for a concrete segment of the present invention as described above, the flat bar is reinforced by fitting the fitting projection of the reinforcing beam member into the fitting recess of both side plates. The structure of the attachment part between the beam and both side plates of the joint fitting is simplified.
【0009】 また、補強用梁材の両側板への固定は、嵌合凸部を嵌合用凹部へ嵌合させて溶 接することで強固に行えて、長年使用した時にも、コンクリートセグメントの接 合状態を確実に保持できるようにする。[0009] Furthermore, the reinforcing beam member can be fixed to both side plates firmly by fitting the fitting convex portion to the fitting concave portion and welding it, and even when it is used for many years, the joining of the concrete segment can be performed. Make sure that the state can be maintained.
【0010】[0010]
以下、この考案のコンクリートセグメント用継手金具を、図示する実施例によ って説明する。 The concrete segment joint fitting of the present invention will be described below with reference to the illustrated embodiment.
【0011】 接合端面部に埋設されてコンクリートセグメント同士を接合する継手金具1( 図1〜図2参照)は、コンクリートセグメント(図示せず)における接合端面部 に設けられており、接合ボルト用の貫通孔2(図1の(b) および図2参照)が穿 設されている支圧板3と、この支圧板3の幅方向両端部からコンクリートセグメ ント内に延びて支圧板3とで断面略コ字状に一体化されており、対向する面の同 一位置に嵌合用凹部4(図1の(b) 参照)を有する両側板5と、この両側板5の 嵌合用凹部4へ嵌合すべく、端部を幅広にして形成した嵌合凸部6(図1の(a) および(b) 参照)を有しており、コンクリートセグメント内部に配設される平鋼 の補強用梁材7とからなっている。The joint fitting 1 (see FIGS. 1 and 2) embedded in the joint end face portion and joining the concrete segments to each other is provided on the joint end face portion of the concrete segment (not shown) and is used for joining bolts. A pressure bearing plate 3 having a through hole 2 (see (b) of FIG. 1 and FIG. 2), and a pressure bearing plate 3 extending from both ends in the width direction of the pressure bearing plate 3 into the concrete segment and having a substantially sectional view Both side plates 5 which are integrated in a U-shape and have fitting recesses 4 (see FIG. 1 (b)) at the same position on opposite surfaces, and are fitted into the fitting recesses 4 of these side plates 5. In order to do so, it has a fitting projection 6 (see (a) and (b) in Fig. 1) formed by widening the end, and is a flat steel reinforcing beam member disposed inside a concrete segment. It consists of 7.
【0012】 また、補強用梁材7は、その端部の嵌合凸部6を両側板5の嵌合用凹部4へ嵌 合させた状態で溶接することで、両側板5に固定されている。The reinforcing beam member 7 is fixed to the side plates 5 by welding while fitting the fitting protrusions 6 at the ends into the fitting recesses 4 of the side plates 5. .
【0013】 そして、この実施例における両側板5の嵌合用凹部4は、両側板5の上下方向 略中央部位置で、両側板5の延設方向の略中央部位置に所定距離の長さで形成さ れている。The fitting recess 4 of the side plates 5 in this embodiment is located at a substantially central position in the vertical direction of the side plates 5 and at a predetermined distance at a central position in the extending direction of the side plates 5. Has been formed.
【0014】 また、この実施例での補強用梁材7は、その幅方向の距離を、継手金具1にお ける両側板5の間隔と同距離に形成されており、長手方向端部、即ち、コンクリ ートセグメントにおける接合端面側の端部に、その端部を幅広にして形成した嵌 合凸部6が形成されている。Further, the reinforcing beam member 7 in this embodiment is formed such that the distance in the width direction thereof is the same as the distance between the both side plates 5 in the joint fitting 1, and the longitudinal end portion, that is, At the end of the concrete segment on the joint end face side, a fitting projection 6 is formed by widening the end.
【0015】 このような構成からなる継手金具1をコンクリートセグメントに設けて、コン クリートセグメントの接合を行うと、平鋼の補強用梁材7と継手金具1の両側板 5との取付け部の構造を簡単できると共に、補強用梁材7の両側板5への固定を 嵌合凸部6と嵌合用凹部4との嵌合溶接で強固に行えて、長年使用した時にも、 コンクリートセグメントの接合状態を確実に保持できる。When the joint metal fitting 1 having such a structure is provided in the concrete segment and the concrete segments are joined, the structure of the attachment portion between the flat steel reinforcing beam member 7 and the both side plates 5 of the joint metal fitting 1 is obtained. In addition, the reinforcement beam 7 can be fixed to both side plates 5 firmly by the fitting welding of the fitting convex portion 6 and the fitting concave portion 4, and even when it is used for many years, the joining state of the concrete segment Can be securely held.
【0016】 なお、補強用梁材7の設置は、前述した実施例では平鋼一枚のみだが、要求さ れる強度によって、平鋼複数枚にすることもできる。The reinforcing beam member 7 is installed in only one flat steel sheet in the above-described embodiment, but may be provided in a plurality of flat steel sheets depending on the required strength.
【0017】[0017]
この考案のコンクリートセグメント用継手金具によれば、補強用梁材の嵌合凸 部を継手金具における両側板の嵌合用凹部へ嵌合させるようにして、コンクリー トセグメント内に配設される平鋼の補強用梁材と、継手金具の両側板との取付け 部の構造を簡単なものにすることができる。 According to the joint fitting for a concrete segment of the present invention, the flat bar arranged in the concrete segment is configured so that the fitting projection of the reinforcing beam member is fitted into the fitting recess of both side plates of the fitting. It is possible to simplify the structure of the attachment portion between the reinforcing beam member of and the both side plates of the joint fitting.
【0018】 また、補強用梁材の継手金具における両側板への固定は、嵌合凸部を嵌合用凹 部へ嵌合させて溶接することで強固に行える。そのため、長年使用した時にも、 コンクリートセグメントの接合状態を確実に保持することができる。Further, the reinforcing beam member can be firmly fixed to both side plates of the joint fitting by fitting the fitting convex portion to the fitting concave portion and welding. Therefore, the joint condition of the concrete segment can be surely maintained even when it is used for many years.
【図1】(a) はこの考案のコンクリートセグメント用継
手金具を示す平面図で、(b) は(a) のA−A線矢視図
で、(c) は(a) のB−B線矢視図である。FIG. 1 (a) is a plan view showing a concrete segment joint fitting of the present invention, (b) is a view taken along the line AA of (a), and (c) is a line BB of (a). FIG.
【図2】この考案のコンクリートセグメント用継手金具
を示す概略斜視図である。FIG. 2 is a schematic perspective view showing a concrete segment joint fitting of the present invention.
1…継手金具、2…貫通孔、3…支圧板、4…嵌合用凹
部、5…両側板、6…嵌合凸部、7…補強用梁材。DESCRIPTION OF SYMBOLS 1 ... Joint metal fittings, 2 ... Through hole, 3 ... Pressure support plate, 4 ... Fitting concave part, 5 ... Both side plates, 6 ... Fitting convex part, 7 ... Reinforcing beam material.
Claims (1)
グメント同士を接合する継手金具であり、 前記コンクリートセグメントにおける接合端面部に設け
られ、接合ボルト用の貫通孔が穿設されている支圧板
と、この支圧板の幅方向両端部から前記コンクリートセ
グメント内に延びて支圧板とで断面略コ字状に一体化さ
れ、対向する面の同一位置に嵌合用凹部を有する両側板
と、この両側板の嵌合用凹部へ嵌合させるべく端部を幅
広にして形成した嵌合凸部を有し、前記コンクリートセ
グメント内部に配設される平鋼の補強用梁材とからな
り、 前記補強用梁材は、その端部の嵌合凸部を両側板の嵌合
用凹部へ嵌合させた状態で溶接することで、両側板に固
定されていることを特徴とするコンクリートセグメント
用継手金具。1. A pressure fitting plate embedded in a joint end surface portion for joining concrete segments together, the bearing plate being provided at the joint end surface portion of the concrete segment and having a through hole for a joint bolt formed therein. Both side plates that extend into the concrete segment from both ends in the width direction of the pressure support plate and are integrated with the pressure support plate in a substantially U-shaped cross section, and have recesses for fitting at the same positions on the opposing surfaces, and It has a fitting convex part formed by widening the end part to be fitted into the fitting concave part, and comprises a flat steel reinforcing beam member arranged inside the concrete segment, and the reinforcing beam member is A joint fitting for a concrete segment, characterized in that it is fixed to both side plates by welding in a state where the fitting convex part of the end part is fitted into the fitting concave parts of both side plates.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP1994005153U JP3004201U (en) | 1994-05-13 | 1994-05-13 | Joint fitting for concrete segment |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP1994005153U JP3004201U (en) | 1994-05-13 | 1994-05-13 | Joint fitting for concrete segment |
Publications (1)
Publication Number | Publication Date |
---|---|
JP3004201U true JP3004201U (en) | 1994-11-08 |
Family
ID=43140135
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP1994005153U Expired - Lifetime JP3004201U (en) | 1994-05-13 | 1994-05-13 | Joint fitting for concrete segment |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP3004201U (en) |
-
1994
- 1994-05-13 JP JP1994005153U patent/JP3004201U/en not_active Expired - Lifetime
Similar Documents
Publication | Publication Date | Title |
---|---|---|
JP3583313B2 (en) | Connection structure between corrugated steel plate and concrete slab in corrugated steel web PC box girder bridge | |
JP3004201U (en) | Joint fitting for concrete segment | |
JP3917806B2 (en) | Perforated steel gibber | |
JP4162548B2 (en) | Steel expansion joint and construction method of steel expansion joint | |
CA1100343A (en) | Wedge shaped lock washer construction and assembly | |
JPS639610Y2 (en) | ||
JPH036716Y2 (en) | ||
JP4727091B2 (en) | Steel joint structures in reinforced steel concrete structures | |
JPS6323617Y2 (en) | ||
JPS5913640B2 (en) | concrete segment | |
KR200206020Y1 (en) | Connection kit for corrugated metal plates | |
JPH031605Y2 (en) | ||
JPS5929085Y2 (en) | Joint structure of concrete separator | |
KR0140138Y1 (en) | Circular form panel | |
JP3984531B2 (en) | Shaped steel end reinforcement structure | |
JP2718758B2 (en) | Joint concrete segment in vertical double segment ring | |
JPH0220323Y2 (en) | ||
JPH0542953Y2 (en) | ||
JPH03250129A (en) | Manufacture of column-beam joint fitting | |
JPS6022083Y2 (en) | Connection structure of precast concrete slab | |
JP4948781B2 (en) | Segment connection structure | |
JPH0949203A (en) | Overpass expansion joint | |
JPH041263Y2 (en) | ||
JP3024223U (en) | Girder mounting structure | |
JPS632559Y2 (en) |