JP2006307531A - Connection structure of segment - Google Patents

Connection structure of segment Download PDF

Info

Publication number
JP2006307531A
JP2006307531A JP2005131235A JP2005131235A JP2006307531A JP 2006307531 A JP2006307531 A JP 2006307531A JP 2005131235 A JP2005131235 A JP 2005131235A JP 2005131235 A JP2005131235 A JP 2005131235A JP 2006307531 A JP2006307531 A JP 2006307531A
Authority
JP
Japan
Prior art keywords
segment
connecting member
female
hairpin
side connecting
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
Application number
JP2005131235A
Other languages
Japanese (ja)
Other versions
JP4500202B2 (en
Inventor
Hiroaki Nakayama
裕章 中山
Munehiro Ishida
宗弘 石田
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Nippon Steel Corp
Original Assignee
Nippon Steel Corp
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 Nippon Steel Corp filed Critical Nippon Steel Corp
Priority to JP2005131235A priority Critical patent/JP4500202B2/en
Publication of JP2006307531A publication Critical patent/JP2006307531A/en
Application granted granted Critical
Publication of JP4500202B2 publication Critical patent/JP4500202B2/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Landscapes

  • Lining And Supports For Tunnels (AREA)

Abstract

<P>PROBLEM TO BE SOLVED: To provide a connection structure of segments having the same high rigidity and high strength as those of a segment body, requiring less construction cost and labor, and capable of securing the flatness of the surface of the segments. <P>SOLUTION: In this connection structure of the segments in a structure constructed by circumferentially and axially connecting the plurality of segments to each other, a male side connection member 4 is fixed to the circumferential one end part of the segment body 1 so as to be projected in the circumferential direction and a male side connection member 3 is fixed to the circumferential other end part of the segment body 1 so as to cover the outer surface of the male side connection member 4. The male side connection member 4 is fitted to the female side connection member 3, and both connection members are connected to each other with bolts 10. <P>COPYRIGHT: (C)2007,JPO&INPIT

Description

本発明は、下水道、鉄道、地下河川等のボックスカルバートなどを構築するセグメントの連結構造に関するものである。   The present invention relates to a connecting structure of segments for constructing a box culvert such as a sewer, a railway, and an underground river.

下水道、鉄道、地下河川等のトンネルの覆工内壁を構築するためのボックスカルバート等に使用されるセグメントには、鋼製セグメント、鋼−コンクリートの合成セグメント、コンクリートセグメント等が適用される。これらのセグメントには継手部が設けられている。この継手部は、一般にセグメントのコンクリート中にアンカー鉄筋を介して固定されるものであり、この継手部を介して多数のセグメントを周方向と軸方向に連結してボックスカルバートが構築されることになる。従ってこの継手部は、セグメントを用いた施工を行う上で特に重要な役割を果たすものであり、従来において数多くの提案がされている。   Steel segments, steel-concrete composite segments, concrete segments, and the like are applied to segments used for box culverts for building tunnel lining inner walls of sewers, railways, underground rivers, and the like. These segments are provided with joints. This joint portion is generally fixed to the concrete of the segment via an anchor reinforcing bar, and a box culvert is constructed by connecting a number of segments in the circumferential direction and the axial direction via this joint portion. Become. Therefore, this joint part plays an especially important role in performing construction using segments, and many proposals have been made in the past.

従来提案されている継手構造も改良の主眼点は種々異なっている。例えば、(1)継手部の構造を簡潔にすることを主な改良点とするもの、(2)継手部の止水性を向上することを主な改良点とするもの、(3)継手部の連結操作を容易にすることを主な改良点とするもの、(4)継手部の強度をセグメント本体と同程度に向上することを主な改良点とするもの、(5)前記の複数の点を同時に改良することを主な改良点とするもの等がある。また、この改良技術も、鋼製セグメント、鋼−コンクリートの合成セグメント、コンクリートセグメントによっておのずから構造が相異している。   Conventionally proposed joint structures also have various improvements. For example, (1) the main improvement is to simplify the structure of the joint, (2) the main improvement is to improve the water stoppage of the joint, (3) the joint The main improvement is to facilitate the connecting operation, (4) the main improvement is to improve the strength of the joint portion to the same extent as the segment body, and (5) the plurality of points described above. The main improvement is to improve simultaneously. In addition, this improved technique is naturally different in structure depending on the steel segment, the steel-concrete composite segment, and the concrete segment.

従来、この種のセグメント連結構造に関しては、特許文献1〜特許文献4などが提案されている。   Conventionally, Patent Documents 1 to 4 have been proposed for this type of segment connection structure.

特許文献1には、コンクリートセグメントにおいて、セグメント本体及び継手部ともに強度と剛性のアップを図るための継手構造として、セグメント本体の円周方向の両端に断面略リップ溝状の連結溝部を設け、円周方向に隣り合うセグメントの連結溝部に跨って接合キーをセグメント面外方向(トンネル軸方向)から挿入するセグメントの連結構造が開示されている。このセグメントの連結構造において、セグメント端部に設置された継ぎ手金具につき、鉄骨部材端の側面部に複数本の取付ボルトによって直接ボルト止めし、かかる継ぎ手金具をダクタイル鋳鉄製とすることにより、強度と剛性を向上させることが可能となる。また、セグメントどうしの接合に関しても、かかる接合キーを介して簡単に行うことができるというメリットもある。   In Patent Document 1, in a concrete segment, as a joint structure for increasing the strength and rigidity of both the segment main body and the joint portion, a connection groove portion having a substantially lip groove cross section is provided at both ends in the circumferential direction of the segment main body. A segment connection structure is disclosed in which a joining key is inserted from the segment surface direction (tunnel axis direction) across the connection groove portions of segments adjacent in the circumferential direction. In this segment connection structure, the joint metal fittings installed at the end of the segment are bolted directly to the side surface of the steel member end with a plurality of mounting bolts, and the joint metal fittings are made of ductile cast iron. The rigidity can be improved. In addition, there is an advantage that the segments can be easily joined through the joining key.

特許文献2には、トンネルの周方向と軸方向にそれぞれ延びる主桁と継手板を有する鋼製セグメント同士を接合する際、継手板をトンネルの周方向に貫通する複数の短ボルトで、主桁を継手プレートとトンネルの軸方向に貫通する複数の高力ボルトでそれぞれ接合する継手構造が開示されている。この継手構造において、鋼製セグメントを接合するボルトの引張耐力を品質・保証して、鋼製セグメント同士を確実・強固に接合でき、かつ高い止水性を保持できるというメリットもある。   In Patent Document 2, when joining steel segments having a main girder and a joint plate extending in the circumferential direction and the axial direction of the tunnel, a plurality of short bolts that penetrate the joint plate in the circumferential direction of the tunnel, A joint structure is disclosed in which a joint plate and a plurality of high-strength bolts penetrating in the axial direction of the tunnel are respectively joined. In this joint structure, there is also an advantage that the tensile strength of the bolt for joining the steel segments can be quality / guaranteed, the steel segments can be joined firmly and firmly, and high water-stopping performance can be maintained.

特許文献3には、大断面、大深度、地下河川等大きな曲げモーメントや引張力が作用する場合に有効な合成セグメントの継手に関するものであり、継手部がセグメント本体と同等の強度および剛性を有する構造が開示されている。そして、高剛性、高耐力のセグメント継手を実現する方法として、セグメントの内空側鋼板の側縁に周方向に隣り合うセグメント継手を跨ぐように内側が開いた箱状の補強部材を配置して、前記の内空側鋼板にボルト接合する構成が開示されている。   Patent Document 3 relates to a joint of a composite segment that is effective when a large bending moment or tensile force acts such as a large cross section, a large depth, or an underground river, and the joint portion has the same strength and rigidity as the segment body. A structure is disclosed. And, as a method of realizing a segment joint with high rigidity and high yield strength, a box-shaped reinforcing member whose inner side is open is arranged on the side edge of the inner hollow steel plate of the segment so as to straddle the segment joint adjacent in the circumferential direction. A configuration in which the inner steel plate is bolted to the inner steel plate is disclosed.

特許文献4には、セグメントの端部に互いにフランジ面同士が当接するH形鋼又はプレートとカットTからなるH形部材を取付け、このH形部材のフランジ4枚を貫通する連結ボルトで継手を締結する、セグメント継手構造が開示されている。この継手構造は、引張りと曲げに対応する十分な強度を有するというメリットもある。
特開平8−184296号公報 特開2000−80892号公報 特開平7−62988号公報 特開平10−339099号公報
In Patent Document 4, an H-shaped member made of H-shaped steel or a plate and a cut T which are in contact with each other at the end of a segment is attached, and a joint is connected with a connecting bolt penetrating the four flanges of this H-shaped member. A fastening segment joint structure is disclosed. This joint structure also has an advantage of having sufficient strength corresponding to tension and bending.
JP-A-8-184296 JP 2000-80892 A Japanese Patent Laid-Open No. 7-62988 Japanese Patent Laid-Open No. 10-339099

しかしながら、特許文献1に開示されているセグメントの連結構造では、H形またはI形に形成された接合キーによって隣り合うセグメントが連結され、H形またはI形に形成された接合キーの中間部がウエブとしての役割をなしている。このため継手の曲げ耐力を増加させるためには、セグメント継手部における断面2次モーメントを大きくするために、極厚のウエブとする必要があり不経済であった。また、単に連結穴に接合キーを挿入するだけで、機械的に接合キーがセグメント継手部に固定されておらず、傾斜配置した場合などに接合キーが連結溝部から抜け落ちる可能性があり、この点の改善要請が高まっていた。   However, in the segment connecting structure disclosed in Patent Document 1, adjacent segments are connected by a joining key formed in an H shape or an I shape, and an intermediate portion of the joining key formed in an H shape or an I shape is provided. It plays a role as a web. For this reason, in order to increase the bending strength of the joint, in order to increase the cross-sectional secondary moment in the segment joint portion, it is necessary to use an extremely thick web, which is uneconomical. Also, simply by inserting the joining key into the connecting hole, the joining key is not mechanically fixed to the segment joint, and the joining key may fall out of the connecting groove when it is placed at an angle. The request for improvement was growing.

また、特許文献2に開示されているセグメントの連結構造では、継手プレートをセグメント内で水平移動させて、連結する隣接セグメントと架け渡しているため、内部にコンクリート打設している場合は適用できない。また、セグメント内部の加工が複雑になる。さらに、継手プレートは板状をなしているので、効率的に断面2次モーメントを確保できず、不経済である。   Moreover, in the connection structure of the segment currently disclosed by patent document 2, since a joint plate is moved horizontally within a segment and it bridges with the adjacent segment to connect, it cannot apply when concrete is laid inside. . In addition, the processing inside the segment becomes complicated. Furthermore, since the joint plate has a plate shape, it is not economical because the secondary moment of section cannot be secured efficiently.

特許文献3に開示のセグメントの連結構造では、セグメントの内空側鋼板に配置した箱状の補強部材がセグメントの内空側に出っ張り、セグメント内面の平坦性を確保できないという問題がある。また、箱状の補強部材の背面側(つまり地山側)に形成される凹部にグラウトを注入する必要があり、施工コストと手間がかかるという問題があった。   In the segment connection structure disclosed in Patent Document 3, there is a problem in that the box-shaped reinforcing member disposed on the inner air side steel plate of the segment protrudes toward the inner air side of the segment, and the flatness of the inner surface of the segment cannot be ensured. Moreover, it is necessary to inject the grout into the concave portion formed on the back side (that is, the natural mountain side) of the box-shaped reinforcing member, and there is a problem that it takes construction cost and labor.

特許文献4に開示のセグメントの連結構造では、継手を締結するためには、セグメント内部から締結しなければならず、セグメント内にコンクリートが打設してある場合は、継手を締結できない。   In the segment connection structure disclosed in Patent Document 4, in order to fasten the joint, the joint must be fastened from the inside of the segment. When concrete is placed in the segment, the joint cannot be fastened.

本発明は、継手部がセグメント本体と同程度の高剛性、高耐力の有することに加えて、継手部を曲げ荷重に対抗できるようにフランジ部を有する雄継手と雌継手とを連結し、しかも、構成が簡潔でかつ継手部がセグメント本体の面外に出張らず、セグメント本体の平坦性を確保できるように構成することで従来の問題点を解決したセグメントの連結構造を提供することを目的とする。
The present invention connects a male joint and a female joint having a flange portion so that the joint portion can withstand bending load in addition to the joint portion having the same high rigidity and proof stress as the segment body. An object of the present invention is to provide a segment connecting structure that solves the conventional problems by having a simple configuration and a configuration in which the joint portion is configured to be able to ensure flatness of the segment body without traveling outside the surface of the segment body. And

本発明者は、上述した課題を解決するとともに、さらに〔1〕セグメントの継手部の強度を向上、〔2〕継手部に作用する曲げ荷重に対する対抗の向上、〔3〕構造の簡潔化、〔3〕施工性の向上、〔4〕止水性の向上を図るべく、セグメント本体の周方向の一端部に雄側連結部材が連結方向に飛び出すように固着されてなるとともに、周方向の他端部に、前記雄側連結部材の外面を覆う雌側連結部材を固着し、前記雄側連結部材を雌側連結部材に嵌合させると共に、両連結部材の嵌合部をボルト接合することにより互いに接続されたセグメントの連結構造を発明した。   The inventor has solved the above-described problems, and [1] further improved the strength of the joint portion of the segment, [2] improved resistance to bending load acting on the joint portion, [3] simplified structure, 3) Improvement in workability, [4] In order to improve water-stopping performance, the male side connecting member is fixed to one end of the segment body in the circumferential direction so as to jump out in the connecting direction, and the other end in the circumferential direction. The female side connecting member that covers the outer surface of the male side connecting member is fixed, the male side connecting member is fitted to the female side connecting member, and the fitting portions of both the connecting members are connected to each other by bolting. Invented the connected structure of the segment.

即ち、第1の発明は、複数のセグメントを周方向と軸方向に結合して構築した構造物における前記セグメントの連結構造であって、前記セグメント本体の周方向の一端部に、雄側連結部材が周方向に突設されてなるとともに、セグメント本体の周方向の他端部に、前記雄側連結部材の外面を被覆可能な雌側連結部材が固着されてなり、前記雄側連結部材は、雌側連結部材内に嵌合され、さらに両連結部材は、ボルト接合されてなることを特徴とする。
第2の発明は、第1の発明において、前記雌側連結部材は、セグメント本体の幅方向、桁高方向の寸法とほぼ等しい外周面を有し、前記雄側連結部材に向かって開口した箱形状連結部材で構成され、溶接にて継手板に固着されていることを特徴とする。
第3の発明は、第1の発明において、前記雌側連結部材は、C形鋼からなるセグメント主桁をセグメント本体の周方向端部から突出させて構成されていることを特徴とする。
第4の発明は、第1〜第3の発明において、前記雄側連結部材は、複数のH形鋼を継手板に固着して構成したことを特徴とする。
第5の発明は、第1〜第3の発明において、雌側連結部材に嵌合される雄側連結部材は、継手板に固着してなる複数のH形鋼、又はセグメント主桁をセグメント本体の周方向端部から突出させてなる複数のH形鋼をセグメント幅方向に間隔をあけて設け、前記雌側連結部材の対向するフランジ間隔に位置するように複数のH形鋼のフランジに渡ってフランジ板材を架設して構成したことを特徴とする。
第6の発明は、第1〜5の発明において、前記雌側連結部材と雄側連結部材に形鋼を用いることを特徴とする。
第7の発明は、第1〜6の発明において、雌側連結部材の前端面であって、雄側連結部材を取り付けるセグメント本体の周方向端面が当接可能な面、又はセグメント本体の周方向端面であって、前記雌側連結部材の前端面が当接可能な面に止水材が配設されてなることを特徴とする。
第8の発明は、第1〜7の発明において、雌側連結部材と雄側連結部材のウエブをセグメントの幅方向に貫通するかんざし材を設け、該かんざし材の貫通用孔からの抜け出しを阻止するかんざし材固定材を雌側連結部材に固定したことを特徴とする。
第9の発明は、第8の発明において、前記かんざし材固定材に設けたかんざし材貫通バーを、雌側連結部材と雄側連結部材のウエブから突出するかんざし材の挿通孔に挿入したことを特徴とする。
第10の発明は、第1〜9の発明において、雌側連結部材と雄側連結部材で囲まれる空間部や、前記かんざし材固定材と雌側連結部材とで囲まれる空間部にはコンクリートが打設されてなることを特徴とする。
That is, the first invention is a connecting structure of the segments in a structure constructed by connecting a plurality of segments in the circumferential direction and the axial direction, and a male-side connecting member at one end in the circumferential direction of the segment body. Is protruded in the circumferential direction, and a female side connecting member capable of covering the outer surface of the male side connecting member is fixed to the other end portion of the segment body in the circumferential direction. The connecting member is fitted into the female side connecting member, and both the connecting members are bolted.
A second invention is the box according to the first invention, wherein the female side connecting member has an outer peripheral surface substantially equal to the dimensions of the segment body in the width direction and the digit height direction, and opens toward the male side connecting member. It is composed of a shape connecting member and is fixed to the joint plate by welding.
According to a third invention, in the first invention, the female-side connecting member is configured by projecting a segment main girder made of C-shaped steel from a circumferential end of the segment body.
According to a fourth invention, in the first to third inventions, the male side connecting member is constituted by fixing a plurality of H-shaped steels to a joint plate.
5th invention is the 1st-3rd invention. The male side connection member fitted by the female side connection member is a segment main body, or several H-section steel formed by adhering to a joint board, or a segment main beam A plurality of H-section steels protruding from the circumferential ends of the plurality of H-section steels are provided at intervals in the segment width direction, and spanned across the flanges of the plurality of H-section steels so as to be positioned at the opposing flange intervals of the female side connecting member. It is characterized by the construction of a flange plate material.
A sixth invention is characterized in that, in the first to fifth inventions, shape steel is used for the female side connecting member and the male side connecting member.
7th invention is the front end surface of the female side connection member in 1st-6th invention, Comprising: The surface which can contact the circumferential direction end surface of the segment main body which attaches a male side connection member, or the circumferential direction of a segment main body A water-stop material is disposed on an end surface on which the front end surface of the female-side connecting member can come into contact.
According to an eighth aspect of the present invention, in the first to seventh aspects of the present invention, a hairpin that penetrates the web of the female side coupling member and the male side coupling member in the width direction of the segment is provided, and the hairpinning material is prevented from coming out of the through hole. The hairpin fixing material is fixed to the female connecting member.
According to a ninth aspect, in the eighth aspect, the hairpin through bar provided in the hairpin fixing member is inserted into the insertion hole of the hairpin protruding from the web of the female side connecting member and the male side connecting member. Features.
According to a tenth invention, in the first to ninth inventions, concrete is contained in a space portion surrounded by the female side connection member and the male side connection member, and a space portion surrounded by the hairpin fixing material and the female side connection member. It is characterized by being cast.

本発明によると、セグメント本体の周方向の一端部に、雄側連結部材が周方向に飛び出すように固着されてなるとともに、セグメント本体の周方向の他端部に、前記雄側連結部材の外面を覆うように雌側連結部材が固着し、前記雄側連結部材を雌側連結部材の嵌合させたうえ、両連結部材をボルト接合することにより継手部を構成するので、セグメント本体内にコンクリートが打設してある場合でも、継手部の締結ができ、また、セグメント本体の外側の継手部に連結部材を取り付けるだけなのでセグメント内を加工する必要がない。さらに、雄側連結部材と雌側連結部材が協働してセグメント本体と同等の剛性、耐力を発揮でき、継手部に作用する引張りおよび曲げ荷重に強固に対抗でき、構造も簡潔である。さらに、雄側連結部材と雌側連結部材は、セグメントの外形内に納めることができるので面外方向への凸凹がなく継手部の平坦性を確保できる。このように本発明は、従来に比べ施工性に優れたセグメント継手部の連結構造を実現できる。   According to the present invention, the male side connecting member is fixed to one end of the segment body in the circumferential direction so as to protrude in the circumferential direction, and the outer surface of the male side connecting member is attached to the other end of the segment body in the circumferential direction. Since the female side connecting member is fixed so as to cover, the male side connecting member is fitted to the female side connecting member, and the joint portion is formed by bolting both the connecting members. Can be fastened, and it is not necessary to process the inside of the segment because the connecting member is simply attached to the joint portion outside the segment body. Further, the male side connecting member and the female side connecting member can cooperate to exhibit the same rigidity and proof stress as the segment main body, can strongly resist the tensile and bending loads acting on the joint portion, and has a simple structure. Furthermore, since the male side connecting member and the female side connecting member can be accommodated within the outer shape of the segment, there is no unevenness in the out-of-plane direction, and the flatness of the joint portion can be ensured. Thus, this invention can implement | achieve the connection structure of the segment joint part excellent in workability compared with the past.

以下、本発明の実施形態を図を参照して説明する。   Embodiments of the present invention will be described below with reference to the drawings.

図1、図2は、鋼殻(主桁とスキンプレートは省略する)にコンクリートを充填した合成セグメント1aを継手部2を介して周方向に連結する実施形態1を示し、図1は周方向に相対するセグメント1aの継手部を連結する前の態様を示す斜視図、図2は継手部を連結した後の態様を示す断面図である。継手部2は、セグメント本体1の周方向の一端に取り付けた雌側連結部材3と、周方向の他端部に取り付けた雄側連結部材4から構成され、この雌側連結部材3と雄側連結部材4の具体的な構成が各実施形態で相異している。実施形態1の雌側連結部材3は箱形状連結部材5で構成され、雄側連結部材4はH形状連結部材6で構成される。   1 and 2 show Embodiment 1 in which a synthetic segment 1a filled with concrete in a steel shell (the main girder and skin plate are omitted) is connected in the circumferential direction via a joint portion 2, and FIG. 1 shows the circumferential direction. FIG. 2 is a perspective view showing a mode before connecting the joint portions of the segment 1a facing each other, and FIG. 2 is a cross-sectional view showing a mode after connecting the joint portions. The joint portion 2 is composed of a female side connecting member 3 attached to one end of the segment body 1 in the circumferential direction and a male side connecting member 4 attached to the other end portion in the circumferential direction. The specific configuration of the connecting member 4 is different in each embodiment. The female side connecting member 3 of the first embodiment is configured by a box-shaped connecting member 5, and the male side connecting member 4 is configured by an H-shaped connecting member 6.

セグメント本体1の周方向一端に設けられる箱形状連結部材5は、上下左右の4辺を取り囲んで設けられた鋼板からなり、雄側連結部材4へ向かって開口していて後面は継手板7で閉じられている。また、箱形状連結部材5は、セグメント本体1の幅方向および桁高方向の寸法と等しい外周面を有し、溶接にて継手板7に取り付ける。溶接部でのセグメントの平坦性を確保するために、溶接による盛り肉部をグラインダーにて切削して溶接後のセグメント外形の平面を確保することが好ましい。   The box-shaped connecting member 5 provided at one end in the circumferential direction of the segment body 1 is made of a steel plate that surrounds the four sides of the upper, lower, left, and right sides, opens toward the male connecting member 4, and the rear surface is a joint plate 7. Closed. Moreover, the box-shaped connection member 5 has an outer peripheral surface equal to the dimension of the segment main body 1 in the width direction and the digit height direction, and is attached to the joint plate 7 by welding. In order to ensure the flatness of the segment in the welded portion, it is preferable to secure the flat surface of the segment outer shape after welding by cutting the welded portion with a grinder.

セグメント本体1の周方向の他端に設けるH形状連結部材6は、短寸に切断したH形鋼を複数用いて構成されており、H形鋼の後端面をセグメント本体1の継手板7に、セグメント幅方向(トンネル軸方向)に間隔をあけて溶接されてなる。H形状連結部材6は、継手部2にセグメント本体1と同等の引張りと曲げ耐力を確保するために、フランジ6aとウエブ6bの厚みを調整する。ちなみに、同一の鋼材量で安価に高耐力のH形状の継手を実現するためは、フランジ6aの厚みをより増加させることが好ましい。   The H-shaped connecting member 6 provided at the other end in the circumferential direction of the segment main body 1 is configured by using a plurality of H-shaped steel cut into short pieces, and the rear end surface of the H-shaped steel is connected to the joint plate 7 of the segment main body 1. , And welded at intervals in the segment width direction (tunnel axis direction). The H-shaped connecting member 6 adjusts the thicknesses of the flange 6 a and the web 6 b in order to ensure the same tension and bending strength as the segment body 1 in the joint portion 2. Incidentally, it is preferable to increase the thickness of the flange 6a in order to realize an H-shaped joint having a high yield strength at a low cost with the same amount of steel.

H形状連結部材6は、相対する箱形状連結部材5の前面の開口からその中空部8内にガタツキがないように挿入されるものであり、そのために上下のフランジ6aが箱形状連結部材5の上下のフランジ5a内面に沿うように寸法が制御されている。   The H-shaped connecting member 6 is inserted from the opening on the front surface of the opposing box-shaped connecting member 5 so that there is no backlash in the hollow portion 8, and for this purpose, the upper and lower flanges 6 a are connected to the box-shaped connecting member 5. The dimensions are controlled along the inner surfaces of the upper and lower flanges 5a.

周方向に相対するセグメント本体1を互いに近接させ継手部2を連結するには、箱形状連結部材5内にH形状連結部材6を嵌合したうえ、両部材の重なり部に接合ボルト10を挿通して連結する。このために、箱形状連結部材5とH形状連結部材6が正規の位置に嵌り合った、両部材を内外に貫通するボルト挿入孔11を箱形状連結部材5の上下のフランジ5aとH形状連結部材6の上下のフランジ6aに開設しておく。箱形状連結部材5のフランジ5aのボルト挿入孔11には、ボルト頭部が面外に飛び出さないよう、座刳り11aを設けることが好ましい。また、接合ボルト10をボルト挿入孔11に挿入し先端をねじ込み固定するために、H形状連結部材6の上下フランジ6aのボルト挿入孔の内側にはナット12を予め溶接にて取り付けておく。H形状連結部材6の上下フランジ6aにタップ(ねじ穴)を設けるときはナットは不要である。   In order to connect the joint portions 2 by bringing the segment bodies 1 facing each other in the circumferential direction close to each other, the H-shaped connecting member 6 is fitted into the box-shaped connecting member 5 and the joining bolt 10 is inserted into the overlapping portion of both members. And connect. For this purpose, the box-shaped connecting member 5 and the H-shaped connecting member 6 are fitted in the proper positions, and the bolt insertion holes 11 penetrating both members inside and outside are connected to the upper and lower flanges 5a of the box-shaped connecting member 5 and the H-shaped connection. Opened in the upper and lower flanges 6 a of the member 6. It is preferable to provide a counterbore 11a in the bolt insertion hole 11 of the flange 5a of the box-shaped connecting member 5 so that the bolt head does not jump out of the surface. Further, in order to insert the joining bolt 10 into the bolt insertion hole 11 and screw and fix the tip, a nut 12 is attached in advance to the inside of the bolt insertion hole of the upper and lower flanges 6a of the H-shaped connecting member 6 by welding. When a tap (screw hole) is provided in the upper and lower flanges 6a of the H-shaped connecting member 6, no nut is required.

前記の構成において、相対するセグメント1aを周方向に近接させ、H形状連結部材6を箱形状連結部材5の奥まで嵌合させた後、両部材のボルト挿入孔11に接合ボルト10を挿入しナット12に螺合することで、継手部2においてセグメント1aを周方向に連結することが可能となる。   In the above configuration, the opposing segments 1a are brought close to each other in the circumferential direction, and the H-shaped connecting member 6 is fitted to the back of the box-shaped connecting member 5, and then the joining bolt 10 is inserted into the bolt insertion holes 11 of both members. By screwing onto the nut 12, the segment 1 a can be connected in the circumferential direction at the joint portion 2.

実施形態1では、鋼材からなる箱形状連結部材5とH形状連結部材6が互いに嵌り合って継手部2を構成しているので、この継手部2に作用する引張荷重に対しては、複数本の接合ボルト10の支圧にて対抗し、曲げ荷重に対しては、箱形状連結部材5とH形状連結部材6が互いに十分な量だけ嵌り合って対抗するので、継手部2はセグメント本体1と同程度の高耐力、高剛性を確保できる。また、箱形状連結部材5とH形状連結部材6には形鋼を用いることでコスト低減が図れる。また、H形状連結部材6の代わりにC形鋼を短寸に切断してなるC形状連結部材を用いても構わない。   In the first embodiment, since the box-shaped connecting member 5 and the H-shaped connecting member 6 made of steel are fitted to each other to form the joint portion 2, a plurality of tensile loads acting on the joint portion 2 are provided. Since the box-shaped connecting member 5 and the H-shaped connecting member 6 are engaged with each other by a sufficient amount to counter the bending load, the joint portion 2 is the segment body 1. High yield strength and high rigidity can be secured. Further, the box-shaped connecting member 5 and the H-shaped connecting member 6 can be reduced in cost by using shape steel. Further, instead of the H-shaped connecting member 6, a C-shaped connecting member obtained by cutting a C-shaped steel into short pieces may be used.

実施形態1において、H形状連結部材6は、セグメント幅方向に荷重を分散させるため、複数所定の間隔をあけて設置することが好ましい。但し、H形状連結部材6の数が多いと加工手間が多くなるため、セグメント幅方向の両サイドに2箇所取り付けることが最良である。   In the first embodiment, it is preferable to install a plurality of H-shaped connecting members 6 at predetermined intervals in order to disperse the load in the segment width direction. However, if the number of H-shaped connecting members 6 is large, the processing labor is increased, so it is best to attach two places on both sides in the segment width direction.

また、箱形状連結部材5の外面には、必要に応じて防食加工を施すのがよい。また、セグメント周方向に圧縮力が卓越し、箱形状連結部材5とH形状連結部材6の鋼材だけでは対抗力が不足するときは、箱形状連結部材5の一部にコンクリート注入孔を設け、セグメント継手部を連結した後に、この注入孔から連結部材内の空間部にコンクリートを打設して、圧縮力に対抗できるようにする。   Moreover, it is good to give an anticorrosion process to the outer surface of the box-shaped connection member 5 as needed. Also, when the compressive force is excellent in the circumferential direction of the segment and the counter force is insufficient with only the steel material of the box-shaped connecting member 5 and the H-shaped connecting member 6, a concrete injection hole is provided in a part of the box-shaped connecting member 5, After the segment joint portions are connected, concrete is placed from the injection hole into the space portion in the connecting member so that it can resist the compressive force.

また、実施形態1において、箱形状連結部材5にH形状連結部材6を正しい位置まで嵌合したとき、両部材の端縁同士が当接する部位では隙間が生じる。この隙間を水密的に封止するためには、箱形状連結部材5の端面13に止水材設置用の溝を設け、そこに止水材を取り付けることで継手部2の止水性を向上させることができる。または、箱形状連結部材5の端面13が接する継手板7の位置に、止水材設置用の溝を設け、そこに止水材を取り付けても構わない。さらに、ボルト挿入部での止水性を確保するために、接合ボルト12の首部に止水ゴムを取り付けることが好ましい。   Further, in the first embodiment, when the H-shaped connecting member 6 is fitted to the box-shaped connecting member 5 to the correct position, a gap is generated at a portion where the edges of both members abut. In order to seal the gap in a watertight manner, a water stop material installation groove is provided on the end surface 13 of the box-shaped connecting member 5 and the water stop material is attached thereto to improve the water stop performance of the joint portion 2. be able to. Or the groove | channel for water-stop material installation may be provided in the position of the joint board 7 which the end surface 13 of the box-shaped connection member 5 contacts, and a water-stop material may be attached there. Furthermore, it is preferable to attach a water stop rubber to the neck of the joining bolt 12 in order to ensure water stop at the bolt insertion part.

図3〜図5は実施形態2を示す。この実施形態2では、短寸に切断した2つのC形状連結部材14を継手板7の前面に取り付け、かつ、溝部が対向するようにセグメント幅方向の両側部に取り付けることにより雌側連結部材3を構成している。C形状連結部材14は、フランジ14aの外面をセグメントの面(セグメント主桁高さ)と等しくなるように、またウエブ14bの外面をセグメント主桁面と等しくなるように配置し、継手板7に溶接にて取り付けられる。   3 to 5 show the second embodiment. In the second embodiment, the two C-shaped connecting members 14 cut in a short length are attached to the front surface of the joint plate 7 and attached to both side portions in the segment width direction so that the groove portions are opposed to each other. Is configured. The C-shaped connecting member 14 is disposed on the joint plate 7 so that the outer surface of the flange 14a is equal to the segment surface (segment main girder height) and the outer surface of the web 14b is equal to the segment main girder surface. Installed by welding.

また、実施形態2の雄側連結部材3は、短寸に切断した複数のH形状連結部材6を継手板7に溶接にて固着し、両連結部材6の間にフランジ板材15を溶接にて固着して構成する。H形状連結部材6の上下のフランジ6aの外面は、C形状連結部材14のフランジ14aの内面に沿うように高さ調整をして設けられる。また、両側部のH形状連結部材6のフランジ間を繋ぐようにして設けられるフランジ板材15は、該H形状連結部材6の上下のフランジ外面に溶接またはボルトにて取り付ける。また、フランジ板材15の板厚は、H形状連結部材6をC形状連結部材14に嵌合したときに、該C形状連結部材14の上下のフランジ外面と、フランジ板材15の外面とが平坦となるように、その板厚をC形状連結部材14のフランジ14aの厚みと等しく設けると共に、フランジ板材15の長さは、セグメント幅方に対向する両側のC形状連結部材14のフランジの端面の間隔寸法とほぼ等しくなるように調整される。   Further, in the male side connecting member 3 of the second embodiment, a plurality of H-shaped connecting members 6 cut into short sizes are fixed to the joint plate 7 by welding, and the flange plate 15 is welded between the both connecting members 6. Make up by adhering. The outer surfaces of the upper and lower flanges 6 a of the H-shaped connecting member 6 are provided by adjusting the height along the inner surface of the flange 14 a of the C-shaped connecting member 14. Further, the flange plate member 15 provided so as to connect the flanges of the H-shaped connecting member 6 on both sides is attached to the upper and lower flange outer surfaces of the H-shaped connecting member 6 by welding or bolts. The plate thickness of the flange plate 15 is such that when the H-shaped connecting member 6 is fitted to the C-shaped connecting member 14, the upper and lower flange outer surfaces of the C-shaped connecting member 14 and the outer surface of the flange plate 15 are flat. Thus, the plate thickness is set equal to the thickness of the flange 14a of the C-shaped connecting member 14, and the length of the flange plate 15 is the distance between the end faces of the flanges of the C-shaped connecting member 14 on both sides facing the width direction of the segment. It is adjusted to be approximately equal to the dimension.

実施形態2において、相対するセグメント1aを周方向に近接させることで、H形状連結部材6の上下フランジ6aの一側部が、C形状連結部材14のフランジ14a内面に嵌合すると共に、フランジ板材15の両端部がC形状連結部材14のフランジ14a内端縁と接する。このときC形状連結部材14のフランジ14aとH形状連結部材6のフランジ6aに設けたボルト挿入孔11に接合ボルト10を挿入し、内側のナット12に締結することで、H形状連結部材6とC形状連結部材14を堅牢に連結でき、かつ、継手部2がセグメント1aの面外方向に突出するのを抑止することができる。実施形態2においても、雄側連結部材3と雌側連結部材4とが当接する部位の間隙の水密的な封止は、実施形態1と同じ止水手段を用いて行うようにしてもよい。   In Embodiment 2, by making the opposing segments 1a close to each other in the circumferential direction, one side portion of the upper and lower flanges 6a of the H-shaped connecting member 6 is fitted to the inner surface of the flange 14a of the C-shaped connecting member 14, and the flange plate material Both ends of 15 are in contact with the inner edge of the flange 14 a of the C-shaped connecting member 14. At this time, the joining bolt 10 is inserted into the bolt insertion hole 11 provided in the flange 14 a of the C-shaped connecting member 14 and the flange 6 a of the H-shaped connecting member 6, and fastened to the inner nut 12. The C-shaped connecting member 14 can be firmly connected, and the joint portion 2 can be prevented from protruding in the out-of-plane direction of the segment 1a. Also in the second embodiment, the watertight sealing of the gap at the portion where the male side connecting member 3 and the female side connecting member 4 abut may be performed using the same water stopping means as in the first embodiment.

図6〜図10は、実施形態3を示す。この実施形態3では、雌側連結部材3を、セグメント本体1の幅方向両側部に配設されたC形鋼からなる主桁16を、セグメント本体1の周方向端部から一体に突出させてなるC形状連結部材17で構成している。この場合、主桁兼用のC形状連結部材17を、継手板7を貫通して対向する雄側連結部材4の方向に延長して取り付けられるようにするため、継手板7の両側部には、C形状連結部材17の内面が沿うような形状の段差状となる、図7に示すような切欠き部18を設けるようにしてもよい。   6 to 10 show the third embodiment. In the third embodiment, the female side connecting member 3 is made to project the main girder 16 made of C-shaped steel disposed on both sides in the width direction of the segment body 1 integrally from the circumferential end of the segment body 1. The C-shaped connecting member 17 is configured. In this case, in order to extend the C-shaped connecting member 17 also serving as the main girder in the direction of the male side connecting member 4 that passes through the joint plate 7 and is opposed thereto, You may make it provide the notch part 18 as shown in FIG. 7 used as the level | step difference shape where the inner surface of the C-shaped connection member 17 follows.

また、実施形態3の雄側連結部材4は、セグメント本体1の内部に位置するH形鋼からなる主桁16aにつき継手板7を貫通させて外側に突出させることで、主桁16aと一体のH形状連結部材19を設けると共に、セグメント幅方向の両側部に位置する主桁兼用のH形状連結部材19のフランジ19a間を繋ぐようにフランジ板材15を設けてなる。実施形態3において、主桁兼用のH形状連結部材19が貫通する継手板7は、図9または図10のように構成するとよい。図9では、継手板7を内側分割継手板7aと外側内側分割継手板7bに分割して、各分割継手板7a、7bに主桁兼用のH形状連結部材19の上下のフランジ19aが挿通する凹部20を形成して、両分割継手板7a、7bでH形状連結部材19を挟むように配置したうえ、貫通部を開先溶接して構成している。図10では、継手板7に板面にH形状連結部材19が貫通できるH形の貫通孔21を設けてある。   Moreover, the male side connection member 4 of Embodiment 3 is made integral with the main girder 16a by allowing the joint plate 7 to penetrate the main girder 16a made of H-shaped steel located inside the segment body 1 and projecting outward. An H-shaped connecting member 19 is provided, and a flange plate member 15 is provided so as to connect between the flanges 19a of the H-shaped connecting member 19 also serving as a main girder located on both sides in the segment width direction. In the third embodiment, the joint plate 7 through which the H-shaped connecting member 19 also serving as a main girder passes may be configured as shown in FIG. 9 or FIG. In FIG. 9, the joint plate 7 is divided into an inner divided joint plate 7a and an outer inner divided joint plate 7b, and the upper and lower flanges 19a of the H-shaped connecting member 19 also serving as the main girder are inserted into the divided joint plates 7a and 7b. The concave portion 20 is formed and disposed so that the H-shaped connecting member 19 is sandwiched between the two split joint plates 7a and 7b, and the through portion is welded to the groove. In FIG. 10, the joint plate 7 is provided with an H-shaped through hole 21 through which the H-shaped connecting member 19 can penetrate the plate surface.

実施形態3において、主桁兼用のH形状連結部材19の上下のフランジ外面と、フランジ板材15の外面とが平坦となるように、フランジ板材15の板厚をC形状連結部材14のフランジ厚みと等しくし、フランジ板材15の長さは、セグメント幅方向の両側部に取り付けたC形状連結部材14のフランジ14aの間の長さと等しくするもので、この点は実施形態2と同じである。そして、実施形態3の雌側連結部材3と雄側連結部材4を用いて、接合ボルト11により周方向に相対するセグメント1aを堅牢に連結でき、かつ継手部2がセグメントの外面に突出しない。なお、実施形態2と実施形態3の雌側連結部材3と雄側連結部材4は、互いに組み合わせを替えて継手部を構成することは構わない。   In the third embodiment, the plate thickness of the flange plate member 15 is set to the flange thickness of the C-shaped connecting member 14 so that the upper and lower flange outer surfaces of the H-shaped connecting member 19 also serving as the main girder and the outer surface of the flange plate member 15 are flat. The length of the flange plate member 15 is made equal to the length between the flanges 14a of the C-shaped connecting members 14 attached to both sides in the segment width direction, and this point is the same as in the second embodiment. And the segment 1a which opposes the circumferential direction with the joining bolt 11 can be connected firmly using the female side connection member 3 and the male side connection member 4 of Embodiment 3, and the joint part 2 does not protrude to the outer surface of a segment. In addition, the female side connection member 3 and the male side connection member 4 of Embodiment 2 and Embodiment 3 may change a combination mutually, and may comprise a coupling part.

図11〜図13は、実施形態4を示す。この実施形態4では、継手部2が雌側連結部材3および雄側連結部材4と、かんざし材22及びかんざし材固定材23とから構成されている。さらに説明すると、雌側連結部材3は、短寸に切断した2つのC形状連結部材14を、溝側を対向させて継手板7のセグメント幅方向の両側部に取り付けて構成する。また、C形状連結部材14のウエブ14bには、かんざし材挿通孔24を複数設けると共に、上下のフランジ14aにはボルト挿通孔11を設けてある。   11 to 13 show a fourth embodiment. In this Embodiment 4, the joint part 2 is comprised from the female side connection member 3 and the male side connection member 4, the hairpin 22 and the hairpin fixing material 23. More specifically, the female-side connecting member 3 is configured by attaching two C-shaped connecting members 14 cut into short sizes to both side portions of the joint plate 7 in the segment width direction with the groove sides facing each other. The web 14b of the C-shaped connecting member 14 is provided with a plurality of hair material insertion holes 24, and the upper and lower flanges 14a are provided with bolt insertion holes 11.

かんざし材固定材23は、略L形片の一側をかんざし材固定ウエブ25とし、このウエブ24と平行にかんざし材貫通バー26を設けて構成すると共に、かんざし材固定フランジ27にはボルト挿通孔11が設けてある。かんざし材22の両端部には、かんざし材貫通バー用孔28が設けてある。かんざし材22の両端部は、対向するC形状連結部材14のかんざし材挿通孔24を貫通する。このときかんざし材の貫通用孔28は、ウエブ14aの外側に突出するように設けてある。雄側連結部材4の構成は、図5に示す構成と略同じであるが、かんざし材が貫通できるようウエブには、かんざし材貫通孔24を設ける。   The hairpin fixing material 23 is formed by forming a hairpin fixing web 25 on one side of the substantially L-shaped piece and providing a hairpin through bar 26 in parallel with the web 24, and a bolt insertion hole in the hairpin fixing flange 27. 11 is provided. At both ends of the hairpin 22, holes 28 for the hairpin through bar are provided. Both ends of the hairpin 22 pass through the hairpin insertion holes 24 of the opposing C-shaped connecting member 14. At this time, the penetration hole 28 for the hairpin is provided so as to protrude to the outside of the web 14a. Although the structure of the male side connection member 4 is substantially the same as the structure shown in FIG. 5, the web is provided with a hair material through-hole 24 so that the hair material can penetrate.

実施形態4において、継手部2の連結は次の手順で行う。まず、相対するセグメント1aを周方向に近接させることで、H形状連結部材6の上下フランジの一側部が、C形状連結部材14のフランジ内面に嵌合すると共に、フランジ板材15の両端部がC形状連結部材14のフランジ内端縁と接する。次にC形状連結部材14のウエブ14bのかんざし材挿通孔24と、H形状連結部材6のウエブ6aに開設したかんざし材挿通孔24にかんざし材22を挿通する。その後に、C形状連結部材14のウエブ14bから突出位置するかんざし材貫通バー用孔28に、かんざし材貫通バー26を挿入する。このとき、かんざし材22の両端部はかんざし材固定ウエブ25の内面に係止される。   In Embodiment 4, the coupling part 2 is connected by the following procedure. First, by making the opposing segments 1a close to each other in the circumferential direction, one side portion of the upper and lower flanges of the H-shaped connecting member 6 is fitted to the inner surface of the flange of the C-shaped connecting member 14, and both end portions of the flange plate 15 are It contacts the inner edge of the flange of the C-shaped connecting member 14. Next, the hair material 22 is inserted into the hair material insertion hole 24 of the web 14 b of the C-shaped connection member 14 and the hair material insertion hole 24 provided in the web 6 a of the H-shaped connection member 6. Thereafter, the hairpin penetrating bar 26 is inserted into the hole 28 for the hairpin penetrating bar protruding from the web 14 b of the C-shaped connecting member 14. At this time, both ends of the hairpin 22 are locked to the inner surface of the hairpin fixing web 25.

また、かんざし材固定フランジ27は、C形状連結部材14の上フランジ14aに乗るので、両部材に設けたボルト挿通孔11に接合ボルト10を挿入し、上フランジ14aの内側のナット12に螺合する。また、かんざし材固定ウエブ25とかんざし材貫通バー26で囲まれる空間にはモルタル29を充填するなどして、セグメント継手部の平坦性を確保することが好ましい。   Further, since the hairpin fixing flange 27 rides on the upper flange 14a of the C-shaped connecting member 14, the joining bolt 10 is inserted into the bolt insertion hole 11 provided in both members, and screwed into the nut 12 inside the upper flange 14a. To do. Moreover, it is preferable to ensure the flatness of the segment joint portion by filling a space surrounded by the hairpin fixing web 25 and the hairpin through bar 26 with a mortar 29 or the like.

実施形態4では、C形状連結部材14とH形状連結部材6は、接合ボルト12に加えて、かんざし材22によっても連結されるので、ボルトの支圧接合のみでは耐力が不足する場合は、両部材からなる継手部2は、引張りと曲げ荷重に対して、かんざし材による補強によりセグメント本体と同程度の高剛性、高耐力を確保できる。   In the fourth embodiment, since the C-shaped connecting member 14 and the H-shaped connecting member 6 are connected not only by the joint bolt 12 but also by the hairpin 22, if the bearing strength is insufficient only by the support bearing of the bolt, both The joint portion 2 made of a member can secure the same high rigidity and high yield strength as the segment main body by reinforcing with a hairpin against tensile and bending loads.

また、かんざし材22による継手部2の引張り強度を効果的に上昇させるためには、かんざし材22の強軸方向に曲げがかかるように配置することが好ましい。また、かんざし材貫通バー26を強度上効果的に働かせるためには、図12(a)〜(c)とするよりも(d)〜(f)に示すように、強軸方向に曲げがかかるように配置することが好ましい。また、図16(a)〜(c)または(d)〜(f)に示すように、かんざし材貫通用バー26の先端は先細り状30に設けることで、かんざし材貫通バー用孔28への挿入操作が容易となる。   Further, in order to effectively increase the tensile strength of the joint portion 2 by the hairpins 22, it is preferable that the hairpins 22 are arranged so as to be bent in the strong axis direction. Moreover, in order to make the hairpin penetrating bar 26 work effectively in terms of strength, bending is applied in the strong axis direction as shown in FIGS. 12 (a) to 12 (c) rather than in FIGS. It is preferable to arrange in such a manner. Further, as shown in FIGS. 16A to 16C or 16D to 16F, the tip of the hairpin penetrating bar 26 is provided in a tapered shape 30 so that the tip of the hairpin penetrating bar hole 28 is formed. Insertion operation becomes easy.

また、図14に示すように、かんざし材固定ウエブ25と、かんざし材貫通バー26の先端の間隙を塞ぐように蓋板35をC形状連結部材14の下フランジ14bにボルト31で取り付けるのがよい。ボルト31の頭部が面外に飛び出さないよう蓋材35には座刳りを設ける。また、このとき、かんざし材固定材23の上フランジ27とH形状連結部材6の上フランジ6a、蓋板35とH形状連結部材6の下フランジ6aおよび、セグメント1aの外面とで平坦面を形成するように設ける。また、蓋板31を設けるときは、その内部の空間にモルタルを充填しなくてもよい。   Further, as shown in FIG. 14, the lid plate 35 is preferably attached to the lower flange 14 b of the C-shaped connecting member 14 with bolts 31 so as to close the gap between the tip of the hairpin fixing web 25 and the hairpin through bar 26. . The cover member 35 is provided with a seat so that the head of the bolt 31 does not jump out of the plane. At this time, a flat surface is formed by the upper flange 27 of the hairpin fixing member 23, the upper flange 6a of the H-shaped connecting member 6, the cover plate 35, the lower flange 6a of the H-shaped connecting member 6, and the outer surface of the segment 1a. Provide to do. Moreover, when providing the cover plate 31, it is not necessary to fill the interior space with mortar.

また、図15に示すように、かんざし材貫通バー26を不要にすることができ、この場合は、かんざし材貫通バー用孔28も不要にできる。かんざし材貫通バー26を不要にしたときは、C形状連結部材14に接合ボルト10で固定されたかんざし材固定材23の固定ウエブ25の内面にかんざし材22の両端部が係止される。   Further, as shown in FIG. 15, the hairpin through bar 26 can be omitted, and in this case, the hole 28 for the hairpin through bar can also be omitted. When the hairpin penetrating bar 26 is not required, both ends of the hairpin 22 are locked to the inner surface of the fixing web 25 of the hairpin fixing member 23 fixed to the C-shaped connecting member 14 with the joining bolt 10.

本発明は、ボックスカルバートなどを構成するフラットなセグメントを立坑で組付ける場合の継手部に適用できる。また、実施形態を適宜設計変更して実施することは構わない。   The present invention can be applied to a joint portion in the case where flat segments constituting a box culvert or the like are assembled by a shaft. In addition, the design of the embodiment may be changed as appropriate.

実施形態1に係るセグメントの連結構造において、周方向に相対する雌側連結部材と雄側連結部材を連結する前の態様を示す斜視図である。In the segment connection structure according to Embodiment 1, it is a perspective view showing a mode before connecting a female side connection member and a male side connection member facing each other in the circumferential direction. 雌側連結部材と雄側連結部材を連結した後の態様を示す断面図である。It is sectional drawing which shows the aspect after connecting the female side connection member and the male side connection member. 実施形態2に係るセグメントの連結構造において、周方向に相対する雌側連結部材と雄側連結部材を連結する前の態様を示す斜視図である。In the segment connection structure according to Embodiment 2, it is a perspective view showing an aspect before connecting a female side connection member and a male side connection member facing each other in the circumferential direction. 雌側連結部材と雄側連結部材を連結した後の態様を示す断面図である。It is sectional drawing which shows the aspect after connecting the female side connection member and the male side connection member. 図4の雄側連結部材の前方斜視図である。It is a front perspective view of the male side connection member of FIG. 実施形態3に係るセグメントの連結構造において、周方向に相対する雌側連結部材と雄側連結部材を連結する前の態様を示す斜視図である。In the segment connection structure according to Embodiment 3, it is a perspective view showing an aspect before connecting a female side connection member and a male side connection member facing each other in the circumferential direction. 図6に示す継手板の斜視図である。It is a perspective view of the joint board shown in FIG. 図6の雄側連結部材の前方斜視図である。It is a front perspective view of the male side connection member of FIG. 図8に示す分割継手板の斜視図である。It is a perspective view of the division | segmentation coupling plate shown in FIG. 図8に変えた一体型継手板の斜視図である。It is a perspective view of the integrated joint board changed into FIG. かんざし材を用いたセグメントの継手部連結前の斜視図である。It is a perspective view before the joint part connection of the segment using a hairpin. (a)は、かんざし材固定材の第1例の正面図、(b)は、(a)のA−A断面図、(c)は、斜視図、(d)は、かんざし材固定材の第2例の正面図、(b)は、(a)のB−B断面図、(c)は、斜視図である。(A) is a front view of the first example of the hairpin fixing material, (b) is a cross-sectional view taken along line AA of (a), (c) is a perspective view, and (d) is a hairpin fixing material. The front view of a 2nd example, (b) is BB sectional drawing of (a), (c) is a perspective view. かんざし材を用いたセグメントの継手部の断面図である。It is sectional drawing of the joint part of the segment using a hairpin. かんざし材を用いたセグメントの継手部の他の例の断面図である。It is sectional drawing of the other example of the joint part of the segment using a hairpin. かんざし材を用いたセグメントの継手部のさらに他の例の断面図である。It is sectional drawing of the further another example of the joint part of the segment using a hairpin. (a)は、かんざし材固定材の第3例の正面図、(b)は、(a)のC−C断面図、(c)は、斜視図、(d)は、かんざし材固定材の第4例の正面図、(b)は、(a)のD−D断面図、(c)は、斜視図である。(A) is a front view of a third example of the hairpin fixing material, (b) is a cross-sectional view taken along the line CC of (a), (c) is a perspective view, and (d) is a hairpin fixing material. Front view of 4th example, (b) is DD sectional drawing of (a), (c) is a perspective view.

符号の説明Explanation of symbols

1 セグメント本体
1a セグメント
2 継手部
3 雌側連結部材
4 雄側連結部材
5 箱形状連結部材
6 H形状連結部材
6a 上フランジ
6b 下フランジ
7 継手板
7a 内側分割継手板
7b 外側分割継手板
8 中空部
10 接合ボルト
11 ボルト挿入孔
11a 座刳り
12 ナット
13 端面
14 C形状連結部材
14a 上フランジ
14b 下フランジ
15 フランジ板材
16 主桁
16a 主桁
17 C形状連結部材
18 切欠き部
19 H形状連結部材
19a 上フランジ
19b 下フランジ
20 凹部
21 貫通孔
22 かんざし材
23 かんざし材固定材
24 かんざし材挿通孔
25 かんざし材固定ウエブ
26 かんざし材貫通バー
27 かんざし材固定フランジ
28 かんざし材貫通バー用孔
29 モルタル
30 先細り部
31 ボルト
DESCRIPTION OF SYMBOLS 1 Segment main body 1a Segment 2 Joint part 3 Female side connection member 4 Male side connection member 5 Box-shaped connection member 6 H-shaped connection member 6a Upper flange 6b Lower flange 7 Joint plate 7a Inner divided joint plate 7b Outer divided joint plate 8 Hollow part DESCRIPTION OF SYMBOLS 10 Joint bolt 11 Bolt insertion hole 11a Counterbore 12 Nut 13 End surface 14 C-shaped connection member 14a Upper flange 14b Lower flange 15 Flange board material 16 Main girder
16a Main girder 17 C-shaped connecting member 18 Notch portion 19 H-shaped connecting member 19a Upper flange 19b Lower flange 20 Recess 21 Through hole 22 Hairpin material 23 Hairpin material fixing material 24 Hairpin material insertion hole 25 Hairpin material fixing web 26 Hairpin material penetration Bar 27 Hairpin fixing flange 28 Hairpin through-hole 29 for mortar 30 Tapered portion 31 Bolt

Claims (10)

複数のセグメントを周方向と軸方向に結合して構築した構造物における前記セグメントの連結構造であって、
前記セグメント本体の周方向の一端部に、雄側連結部材が周方向に突設されてなるとともに、セグメント本体の周方向の他端部に、前記雄側連結部材の外面を被覆可能な雌側連結部材が固着されてなり、前記雄側連結部材は、雌側連結部材内に嵌合され、さらに両連結部材は、ボルト接合されてなること
を特徴とするセグメントの連結構造。
A connecting structure of the segments in a structure constructed by connecting a plurality of segments in the circumferential direction and the axial direction,
A female-side connecting member is provided with a male-side connecting member protruding in the circumferential direction at one end of the segment body in the circumferential direction, and can cover the outer surface of the male-side connecting member at the other end in the circumferential direction of the segment body. A connecting structure for segments, wherein a connecting member is fixed, the male connecting member is fitted into a female connecting member, and both connecting members are bolted together.
前記雌側連結部材は、セグメント本体の幅方向、桁高方向の寸法とほぼ等しい外周面を有し、前記雄側連結部材に向かって開口した箱形状連結部材で構成され、溶接にて継手板に固着されていること
を特徴とする請求項1記載のセグメントの連結構造。
The female-side connecting member has an outer peripheral surface substantially equal to the dimensions of the segment body in the width direction and the digit height direction, and is configured by a box-shaped connecting member that opens toward the male-side connecting member. The segment connection structure according to claim 1, wherein the segment connection structure is fixed to the segment.
前記雌側連結部材は、C形鋼からなるセグメント主桁をセグメント本体の周方向端部から突出させて構成されていること
を特徴とする請求項1記載のセグメントの連結構造。
The segment connection structure according to claim 1, wherein the female side connection member is configured by projecting a segment main girder made of C-shaped steel from a circumferential end of the segment body.
前記雄側連結部材は、複数のH形鋼を継手板に固着して構成したことを特徴とする請求項1〜3のいずれか1項に記載のセグメントの連結構造。   The segment connecting structure according to any one of claims 1 to 3, wherein the male side connecting member is configured by fixing a plurality of H-shaped steels to a joint plate. 請求項3記載の雌側連結部材に嵌合される雄側連結部材は、継手板に固着してなる複数のH形鋼、又はセグメント主桁をセグメント本体の周方向端部から突出させてなる複数のH形鋼をセグメント幅方向に間隔をあけて設け、前記雌側連結部材の対向するフランジ間隔に位置するように複数のH形鋼のフランジに渡ってフランジ板材を架設して構成したことを特徴とする、請求項1〜3のいずれか1項に記載のセグメントの連結構造。 The male side connecting member fitted to the female side connecting member according to claim 3 is formed by projecting a plurality of H-shaped steels fixed to the joint plate, or a segment main girder from a circumferential end of the segment body. A plurality of H-section steels are provided at intervals in the segment width direction, and a flange plate material is constructed over the flanges of the plurality of H-section steels so as to be positioned at the opposing flange spacing of the female-side connecting member. The segment connection structure according to any one of claims 1 to 3, wherein: 前記雌側連結部材と雄側連結部材に形鋼を用いることを特徴とする請求項1〜5のいずれか1項に記載のセグメントの連結構造。   The segment connecting structure according to any one of claims 1 to 5, wherein a shape steel is used for the female side connecting member and the male side connecting member. 雌側連結部材の前端面であって、雄側連結部材を取り付けるセグメント本体の周方向端面が当接可能な面、又はセグメント本体の周方向端面であって、前記雌側連結部材の前端面が当接可能な面に止水材が配設されてなること
を特徴とする請求項1〜6の何れか1項に記載のセグメントの連結構造。
A front end surface of the female side connecting member, which is a surface on which the circumferential end surface of the segment main body to which the male side connecting member is attached can be contacted, or a circumferential end surface of the segment main body, wherein the front end surface of the female side connecting member is The segment connection structure according to any one of claims 1 to 6, wherein a water-stopping material is disposed on the abuttable surface.
雌側連結部材と雄側連結部材のウエブをセグメントの幅方向に貫通するかんざし材を設け、該かんざし材の貫通用孔からの抜け出しを阻止するかんざし材固定材を雌側連結部材に固定したことを特徴とする請求項1〜7の何れか1項に記載のセグメントの連結構造。   A hairpin that penetrates the web of the female coupling member and the male coupling member in the width direction of the segment is provided, and the hairpin fixing material that prevents the hairpin from coming out of the through hole is fixed to the female coupling member. The segment connecting structure according to any one of claims 1 to 7. 前記かんざし材固定材に設けたかんざし材貫通バーを、雌側連結部材と雄側連結部材のウエブから突出するかんざし材の挿通孔に挿入したことを特徴とする請求項8に記載のセグメントのセグメントの連結構造。   The segment of the segment according to claim 8, wherein the hairpin penetrating bar provided in the hairpin fixing member is inserted into the insertion hole of the hairpin protruding from the web of the female side connecting member and the male side connecting member. Connection structure. 雌側連結部材と雄側連結部材で囲まれる空間部や、前記かんざし材固定材と雌側連結部材とで囲まれる空間部にはコンクリートが打設されてなることを特徴とする請求項1〜9の何れか1項に記載のセグメントの連結構造。   The concrete is cast in a space part surrounded by the female side connection member and the male side connection member and a space part surrounded by the hairpin fixing material and the female side connection member. The segment connection structure according to any one of 9.
JP2005131235A 2005-04-28 2005-04-28 Segment connection structure Expired - Fee Related JP4500202B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2005131235A JP4500202B2 (en) 2005-04-28 2005-04-28 Segment connection structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2005131235A JP4500202B2 (en) 2005-04-28 2005-04-28 Segment connection structure

Publications (2)

Publication Number Publication Date
JP2006307531A true JP2006307531A (en) 2006-11-09
JP4500202B2 JP4500202B2 (en) 2010-07-14

Family

ID=37474723

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2005131235A Expired - Fee Related JP4500202B2 (en) 2005-04-28 2005-04-28 Segment connection structure

Country Status (1)

Country Link
JP (1) JP4500202B2 (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2008267119A (en) * 2007-03-29 2008-11-06 Nippon Steel Corp Segment-connecting structure
JP2009299468A (en) * 2009-09-28 2009-12-24 Asahi Engineering Kk Concrete floor slab structure
KR102488318B1 (en) * 2022-08-27 2023-01-12 전성호 Bending member joint portion connection socket implement

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS51113329A (en) * 1975-03-31 1976-10-06 Nippon Shield Eng Kk Method of tunnel upset construction by means of segment
JPH0489194U (en) * 1990-11-30 1992-08-04
JPH06280491A (en) * 1993-03-30 1994-10-04 Ishikawajima Constr Materials Co Ltd Structure of joint of segment
JPH10280886A (en) * 1997-04-09 1998-10-20 Housing Tamura:Kk Joint structure of segment

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS51113329A (en) * 1975-03-31 1976-10-06 Nippon Shield Eng Kk Method of tunnel upset construction by means of segment
JPH0489194U (en) * 1990-11-30 1992-08-04
JPH06280491A (en) * 1993-03-30 1994-10-04 Ishikawajima Constr Materials Co Ltd Structure of joint of segment
JPH10280886A (en) * 1997-04-09 1998-10-20 Housing Tamura:Kk Joint structure of segment

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2008267119A (en) * 2007-03-29 2008-11-06 Nippon Steel Corp Segment-connecting structure
JP2009299468A (en) * 2009-09-28 2009-12-24 Asahi Engineering Kk Concrete floor slab structure
KR102488318B1 (en) * 2022-08-27 2023-01-12 전성호 Bending member joint portion connection socket implement

Also Published As

Publication number Publication date
JP4500202B2 (en) 2010-07-14

Similar Documents

Publication Publication Date Title
JP3847072B2 (en) Synthetic segment
JP4743062B2 (en) Steel plate panel, integrated body, tunnel reinforcement structure and method using the same
JP2007191979A (en) Element, element joining structure, and element joining method
JP4500202B2 (en) Segment connection structure
WO2010073538A1 (en) Steel sheet pile wall and method for constructing same
WO2010092782A1 (en) Underground outer wall structure
JP4474430B2 (en) Pile joint structure
JP2017066702A (en) Vertical connection structure of steel sheet pipe and steel sheet pile wall
JP4808691B2 (en) Steel pipe sheet pile watertight joint structure
JP2000002095A (en) Segment
JP4634911B2 (en) Segment connection structure
JP2006316488A (en) Segment
JPH07103785B2 (en) Segment that does not require joint bolts
JP5420377B2 (en) Pile head joint structure
JP4948781B2 (en) Segment connection structure
JP4719088B2 (en) segment
JP4437971B2 (en) Segment connection structure
JP4956471B2 (en) Precast panel and protective structure
JP2007032762A (en) Underground pipe and its laying method
JP4719057B2 (en) Segment connection structure
JPH0734786A (en) Joint structure of segment for use in lining
JP4546868B2 (en) Segment connection structure
JP4880074B2 (en) Underground wall structure
JP2009155998A (en) Open-cut structure for tunnel
JP4422647B2 (en) Tunnel inner surface protection and reinforcement structure

Legal Events

Date Code Title Description
A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20070904

A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20090916

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20090929

A521 Written amendment

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20091125

TRDD Decision of grant or rejection written
A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 20100413

A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20100416

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20130423

Year of fee payment: 3

R151 Written notification of patent or utility model registration

Ref document number: 4500202

Country of ref document: JP

Free format text: JAPANESE INTERMEDIATE CODE: R151

S533 Written request for registration of change of name

Free format text: JAPANESE INTERMEDIATE CODE: R313533

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20130423

Year of fee payment: 3

R350 Written notification of registration of transfer

Free format text: JAPANESE INTERMEDIATE CODE: R350

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20140423

Year of fee payment: 4

LAPS Cancellation because of no payment of annual fees