JP3839031B2 - Connecting device, connecting structure of concrete block, and concrete block usable for connecting structure - Google Patents

Connecting device, connecting structure of concrete block, and concrete block usable for connecting structure Download PDF

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JP3839031B2
JP3839031B2 JP2004202210A JP2004202210A JP3839031B2 JP 3839031 B2 JP3839031 B2 JP 3839031B2 JP 2004202210 A JP2004202210 A JP 2004202210A JP 2004202210 A JP2004202210 A JP 2004202210A JP 3839031 B2 JP3839031 B2 JP 3839031B2
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connecting member
concrete block
connection
retainer
coupling
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JP2006022569A (en
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敬 小泉
勝治 浦上
幸治 野口
和彦 菅原
和久 清水
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Asahi Concrete Works Co Ltd
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本発明は、ボックスカルバートに代表されるコンクリートブロックを連結するために用いられる連結装置、及び、この連結装置を用いてなる連結構造に関する。   The present invention relates to a connecting device used for connecting concrete blocks represented by a box culvert, and a connecting structure using this connecting device.

従来より、ボックスカルバートを緊張材たるPC鋼棒を介して緊締連結して上下水道、共同溝、地下道等を構築する工法が知られている。出願人は既に、ボックスカルバートを直列連結して直線方向に延伸する管路を構築するための画期的な工法の幾つかを出願している(例えば、下記特許文献を参照)。基本的には、既設のボックスカルバートの開口端面に次に敷設するボックスカルバートの開口端面を突き合わせ、これらボックスカルバートに挿通されているアンボンドPC鋼棒同士をカップラで連結した後、ジャッキを使用してPC鋼棒を強力に牽引して、ボックスカルバート同士を圧着する。そして、所定の緊張力を付与した状態でPC鋼棒に定着ナットを締結して定着する。以降、連結するボックスカルバートの個数に応じて同様の工程を反復実施する。結果、直列連結したボックスカルバート群に均一に圧縮力(プレストレス)が加えられ、ボックスカルバート相互の一体性、連続性、水密性が具現される。
特開平11−061954号公報 特願2003−167014号明細書
Conventionally, a construction method is known in which a box culvert is tightened and connected via a PC steel rod as a tension material to construct a water and sewage system, a common ditch, an underground passage, and the like. The applicant has already filed several innovative methods for constructing pipes that extend in the straight direction by connecting box culverts in series (see, for example, the following patent document). Basically, the opening end face of the box culvert to be installed next is matched to the opening end face of the existing box culvert, the unbonded PC steel rods inserted through these box culverts are connected with a coupler, and then a jack is used. The PC culvert is strongly pulled to crimp the box culverts together. Then, a fixing nut is fastened and fixed to the PC steel bar in a state where a predetermined tension is applied. Thereafter, the same process is repeated according to the number of box culverts to be connected. As a result, a compressive force (prestress) is uniformly applied to the group of box culverts connected in series, and the integrity, continuity, and water tightness of the box culverts are realized.
Japanese Patent Laid-Open No. 11-061954 Japanese Patent Application No. 2003-167014

ところが、上述した工法は、管路が屈曲する部位に対してはそのまま適用できない。管路上の屈曲部位は、斜角面即ち延伸方向に非垂直な開口端面を有するボックスカルバートの斜角面同士を接合することで構築可能であるが、PC鋼棒はボックスカルバートの延伸方向に平行に伸長するものであるため、連結されるPC鋼棒の軸線は交差して一直線上にはない。従って、これらPC鋼棒をカップラで連結しジャッキで牽引しようとすれば、PC鋼棒に曲げモーメントが作用して、PC鋼棒が折れ曲がり破断しかねない極めて危険な状況に陥る。   However, the above-described method cannot be applied as it is to a portion where the pipe is bent. The bent part on the pipe can be constructed by joining the beveled surfaces, ie, the beveled surfaces of the box culverts having open end surfaces that are non-perpendicular to the extending direction, while the PC steel rod is parallel to the extending direction of the box culvert. Therefore, the axes of the PC steel bars to be connected do not intersect and are in a straight line. Therefore, if these PC steel bars are connected by a coupler and are towed by a jack, a bending moment acts on the PC steel bar, and the PC steel bar is bent, resulting in a very dangerous situation.

上記の理由により、管路上の屈曲部位において斜角面を有するボックスカルバートを連結するに際しては、斜角面に連結用ボルトを螺着するための金具を予め埋設しておき、ボックスカルバート配置後にこの金具に連結用ボルトを螺入して両ボックスカルバートの連結を行うことが一般的である。しかしながら、この場合には、ボックスカルバートが連結用ボルトのみで連結していることとなり、圧縮力が作用せず、従って相互の一体性、連続性、水密性が担保されない。   For the above reasons, when connecting a box culvert having a beveled surface at a bent portion on a pipe line, a metal fitting for screwing a connecting bolt into the beveled surface is embedded in advance, and this box culvert is placed after the box culvert is placed. In general, both box culverts are connected by screwing connection bolts into the metal fittings. However, in this case, the box culverts are connected only by the connecting bolts, and the compressive force does not act. Therefore, the mutual integrity, continuity, and water tightness are not ensured.

以上の問題に初めて着目してなされた本発明は、管路上の屈曲部位において直線部位と同等の一体性、連続性、水密性を担保し得るような連結構造を実現することを所期の目的とし、そのために有効な連結装置を提供しようとするものである。   The present invention, which was made by paying attention to the above problems for the first time, is intended to realize a connection structure that can ensure the same integrity, continuity, and water tightness as a straight portion at a bent portion on a pipeline. Therefore, an attempt is made to provide an effective connecting device.

本発明では、緊張材が挿通または埋設されたコンクリートブロック同士を連結するために用いられるものであって、相対回動可能な第一の連結部材及び第二の連結部材を備え、第一の連結部材を一方のコンクリートブロックの緊張材に装着し、第二の連結部材を他方のコンクリートブロックの緊張材に装着して両緊張材を連結する連結具(カップラ)と、前記連結具が前記第一の連結部材と前記第二の連結部材とのなす角度を拡げるように拡開することを抑止する保定具とを具備する連結装置を構成した。   In this invention, it is used in order to connect the concrete blocks in which the tension material is inserted or embedded, and includes a first connecting member and a second connecting member that are relatively rotatable, and the first connecting member is provided. A coupling device (coupler) for mounting a member on a tension member of one concrete block and mounting a second connecting member on a tension member of the other concrete block to connect both tension materials; and A connecting device is provided that includes a retainer that prevents the connecting member and the second connecting member from expanding so that the angle between the connecting member and the second connecting member is increased.

即ち、軸線が交差する位置関係にある緊張材同士を、その交差角度に対応して両連結部材のなす角度を変更可能な連結具を用いて連結し、なおかつ、両連結部材が拡開することを保定具によって抑止するようにしたのである。このようなものであれば、斜角面を有するボックスカルバート等のコンクリートブロックの連結に際して、これらコンクリートブロックの緊張材を連結、牽引して所要の緊張力を付与することが可能となる。さらにこのとき、連結具における両連結部材が拡開すること、言い換えるならば連結具が装着されている緊張材の端部が入隅側(屈曲する管路を巨視的に見たときの内方)に変位することが抑止されるため、曲げモーメントが作用して緊張材が折れ曲がる問題は回避される。よって、連結されるコンクリートブロックに適切に圧縮力を加えることができ、相互の一体性、連続性、水密性が具現される。   That is, the tension members in a positional relationship where the axes intersect with each other are connected using a connector that can change the angle formed by the two connecting members corresponding to the intersecting angle, and the two connecting members are expanded. Is restrained by a restraining device. If it is such, when connecting concrete blocks, such as a box culvert which has a beveled surface, it becomes possible to connect and pull the tension material of these concrete blocks, and to give required tension force. Furthermore, at this time, both connecting members in the connecting tool are expanded, in other words, the end of the tension member to which the connecting tool is attached is the inner corner side (inward direction when the bent conduit is viewed macroscopically). ) Is prevented from being bent, and the problem of bending of the tendon due to the bending moment is avoided. Accordingly, a compressive force can be appropriately applied to the connected concrete blocks, and mutual integrity, continuity, and water tightness are realized.

前記第一の連結部材と、前記第二の連結部材と、これら連結部材を相対回動可能に結合する結合部材とに分解することができるならば、第一の連結部材を一方の緊張材に装着し、第二の連結部材を他方の緊張材に装着して、しかる後に結合部材によりこれら連結部材を結合するという手順をとり得る。つまり、コンクリートブロックの連結における施工の簡便化を図ることができる。   If the first connecting member, the second connecting member, and a connecting member that couples the connecting members so as to be relatively rotatable can be disassembled, the first connecting member can be used as one tension member. It is possible to take a procedure of attaching, attaching the second connecting member to the other tendon, and then connecting these connecting members by the connecting member. That is, it is possible to simplify the construction in connecting the concrete blocks.

前記保定具が、前記第一の連結部材及び前記第二の連結部材を相対回動可能に結合する結合部材を前記コンクリートブロックに係留して該結合部材が入隅側に変位することを抑止するものであるならば、連結具を一箇所(即ち、結合部材)で保定することとなるため、複数箇所で複数個の保定具を用いずともよくなる利点がある。   The retainer anchors the coupling member that couples the first coupling member and the second coupling member so as to be capable of relative rotation to the concrete block to prevent the coupling member from being displaced toward the corner. If it is a thing, since a connection tool will be hold | maintained at one place (namely, coupling member), there exists an advantage which does not need to use several holding tools in multiple places.

前記保定具が、前記結合部材の軸心回りに回動可能であるならば、連結具に対する保定具の配置を適宜に変更し得る。これにより、施工が簡便化するだけでなく、連結されるコンクリートブロックの幾何的条件(両コンクリートブロックの交差角度)に対する汎用性も向上する。   If the retainer is rotatable about the axis of the coupling member, the arrangement of the retainer with respect to the connector can be appropriately changed. This not only simplifies the construction, but also improves the versatility with respect to the geometric conditions of the connected concrete blocks (intersection angle between both concrete blocks).

前記保定具に雌ねじを設け、前記結合部材に前記雌ねじに螺合する雄ねじを設けており、前記保定具を前記コンクリートブロックに固定し、しかる後前記結合部材を保定具に螺着するものであるならば、該連結装置を構成する部品の点数の削減に奏効する。   The retainer is provided with a female screw, the coupling member is provided with a male screw that is screwed to the female screw, the retainer is fixed to the concrete block, and then the coupling member is screwed to the retainer. Then, it is effective in the reduction of the number of parts constituting the coupling device.

前記第一の連結部材または前記第二の連結部材に、前記緊張材の伸長方向即ち軸線方向に略平行に延伸する溝を形成し、前記保定具を前記溝に挿通した状態で前記第一の連結部材または前記第二の連結部材に係止し、かつこの保定具を前記コンクリートブロックに固定することで、該連結部材が入隅側に変位することを抑止するものであるならば、前記連結部材が保定具に対し緊張材の伸長方向に沿って相対的に変位することが許容される。従って、緊張材を牽引して緊張するときに保定具が妨げとならないという有利な効用を得られる。   The first connecting member or the second connecting member is formed with a groove extending substantially parallel to the extension direction of the tendon material, that is, the axial direction, and the retainer is inserted into the groove. If the connecting member or the second connecting member is locked and the retainer is fixed to the concrete block to prevent the connecting member from being displaced toward the corner, the connection The member is allowed to displace relative to the retainer along the extension direction of the tendon. Therefore, it is possible to obtain an advantageous effect that the retainer does not hinder when the tension material is pulled and tensioned.

前記保定具が、前記コンクリートブロックと前記第一の連結部材または前記第二の連結部材との間に介在して該連結部材が入隅側に変位することを抑止するものであるならば、連結具を簡便に保定できる。   If the retainer is interposed between the concrete block and the first connecting member or the second connecting member and prevents the connecting member from being displaced toward the inner corner, The tool can be held easily.

前記保定具が、雌ねじ部材と、前記雌ねじ部材に螺合する雄ねじ部材とを備えており、前記雌ねじ部材と前記雄ねじ部材とのうち一方を前記コンクリートブロックに固定し、他方を前記連結具に取着するものであるならば、雄ねじ部材と雌ねじ部材とを分解して個別にコンクリートブロックと連結具とに取り付け、しかる後に両者を螺合するという手順をとり得る。つまり、コンクリートブロックの連結における施工の簡便化を図ることができる。   The retainer includes a female screw member and a male screw member that is screwed into the female screw member. One of the female screw member and the male screw member is fixed to the concrete block, and the other is attached to the connector. If it is to be worn, the male screw member and the female screw member can be disassembled and individually attached to the concrete block and the connecting tool, and then both can be screwed together. That is, it is possible to simplify the construction in connecting the concrete blocks.

前記保定具の少なくとも一部を連結対象となる両コンクリートブロック間に配置し、前記連結具を介して連結した緊張材を緊張してコンクリートブロックの接合面同士を圧接することを通じて保定具をコンクリートブロックに固定するならば、緊張材を牽引し緊張する工程と同時に保定具をコンクリートブロックへ確実に定着することができる。しかも、コンクリートブロックの製造時に予め保定具を埋設しておくような工程が不要となる。   At least a part of the retainer is disposed between both concrete blocks to be connected, and the retainer is connected to the concrete block by tensioning the tension material connected via the connector and pressing the joint surfaces of the concrete blocks together. If it fixes to a concrete block, it can fix to a concrete block simultaneously with the process of pulling a tension material and tensioning. In addition, it is not necessary to embed a retainer in advance when manufacturing the concrete block.

前記連結部材に前記緊張材の伸長方向に略直交する方向に延伸する溝を形成し、この溝に緊張材を挿通して係止せしめるように構成しているならば、緊張材が連結部材に対しその溝に沿って相対的に変位することが許容される。このことは、連結具を緊張材に装着する際のフレキシビリティを向上させることにつながる。   If the connecting member is configured to form a groove extending in a direction substantially perpendicular to the extension direction of the tendon, and the tendon is inserted into and locked in the groove, the tendon is attached to the connecting member. On the other hand, relative displacement along the groove is allowed. This leads to an improvement in flexibility when the connecting tool is attached to the tendon.

本発明に係る連結装置を使用すれば、一方のコンクリートブロックの緊張材に装着した第一の連結部材と他方のコンクリートブロックの緊張材に装着した第二の連結部材とを相対回動可能に結合して両緊張材を連結し、かつ、保定具を配して前記連結具が前記第一の連結部材と前記第二の連結部材とのなす角度を拡げるように拡開することを抑止したコンクリートブロックの連結構造を形成し得る。このような連結構造であれば、管路の屈曲部位において、直線部位と同等の一体性、連続性、水密性を具現可能となる。   If the connecting device according to the present invention is used, the first connecting member attached to the tension member of one concrete block and the second connecting member attached to the tension member of the other concrete block are coupled so as to be relatively rotatable. Then, both tendons are connected, and a restraint is provided to prevent the connecting tool from expanding so as to widen the angle formed by the first connecting member and the second connecting member. A connecting structure of blocks can be formed. With such a connection structure, it is possible to realize the same unity, continuity, and watertightness as the straight part at the bent part of the pipe.

また、連結用の緊張材を埋設し、前記緊張材の端部に該当する部位に緊張材同士を連結する連結具の要素である第一の連結部材または第二の連結部材を配置するための凹陥を形成し、かつ、連結時に接合される開口端面に前記凹陥に連通する凹溝を形成してあるコンクリートブロックを予め製作しておけば、管路上の屈曲部位を構築するために極めて有用となる。即ち、凹溝に、連結具が拡開することを抑止する保定具を嵌め込んで固定することができ、簡便に本発明に係る連結構造を形成することが可能となる。   In addition, a first connecting member or a second connecting member, which is an element of a connector for connecting the tendon materials to a portion corresponding to the end portion of the tendon material, is embedded in the tendon material for connection. If a concrete block in which a concave groove is formed and a concave groove communicating with the concave groove is formed in an opening end face joined at the time of connection is manufactured in advance, it is extremely useful for constructing a bent portion on a pipe line. Become. That is, it is possible to fit and fix the retainer that prevents the connecting tool from expanding in the concave groove, and it is possible to easily form the connecting structure according to the present invention.

同様に、連結用の緊張材を埋設し、前記緊張材の端部に該当する部位に緊張材同士を連結する連結具の要素である第一の連結部材または第二の連結部材を配置するための凹陥を形成し、かつ、前記凹陥に臨む所定位置に雌ねじ部材または雄ねじ部材を埋設してあるコンクリートブロックを製作しておくことも好ましい。このようなものであれば、連結具と係合して連結具が拡開することを抑止する雄ねじ部材または雌ねじ部材を、既に埋設してある雌ねじ部材または雄ねじ部材に螺着して固定することができ、簡便に本発明に係る連結構造を形成することが可能となる。   Similarly, a first connecting member or a second connecting member, which is an element of a connecting tool for connecting the tension materials to a portion corresponding to the end portion of the tension material, is embedded in the connection tension material. It is also preferable to produce a concrete block in which a female screw member or a male screw member is embedded at a predetermined position facing the recess. If this is the case, the male screw member or the female screw member that engages with the coupler and prevents the coupler from expanding is screwed to and fixed to the female screw member or male screw member that is already embedded. Thus, the connection structure according to the present invention can be easily formed.

本発明によれば、管路上の屈曲部位においても、直線部位と同等の一体性、連続性、水密性を担保することが可能となる。   According to the present invention, it is possible to ensure the same integrity, continuity, and watertightness as those of a straight line part even in a bent part on a pipeline.

<第1実施形態>以下、本発明の実施の形態を、図面を参照して説明する。はじめに、各実施形態に共通するコンクリートブロック及び緊張材の基本構成について概説する。図1に示すように、コンクリートブロックたるボックスカルバート1は、複数を連結して上下水道、共同溝、地下道等の管路を構築するために用いられるもので、頂版11、底版12及び左右の側壁13、14が角筒形状をなしているプレキャストコンクリート部材である。内周の四隅には厚肉の隅肉部(ハンチ)15を設けており、この隅肉部15にボックスカルバート1の延伸方向に沿って延伸する緊張材挿通孔16を穿ってある。また、ボックスカルバート1の開口端面に、隅肉部15を切り欠くような凹陥17を形成している。緊張材挿通孔16は、この凹陥17に開口する。凹陥17はボックスカルバート1の内周に連通しており、ボックスカルバート1の開口端面同士を近接ないし密接させた状態で、内周側より凹陥17内に連結装置3を設置する作業を行うことが可能である。   <First Embodiment> An embodiment of the present invention will be described below with reference to the drawings. First, the basic configuration of a concrete block and a tendon common to each embodiment will be outlined. As shown in FIG. 1, a box culvert 1 as a concrete block is used for connecting a plurality of pipes and constructing pipes such as water and sewage systems, common grooves, and underground passages. The side walls 13 and 14 are precast concrete members having a rectangular tube shape. Thick fillet portions (haunches) 15 are provided at the four corners of the inner periphery, and tension material insertion holes 16 extending along the extending direction of the box culvert 1 are formed in the fillet portions 15. Further, a recess 17 is formed on the opening end face of the box culvert 1 so as to cut out the fillet portion 15. The tendon insertion hole 16 opens into the recess 17. The recess 17 communicates with the inner periphery of the box culvert 1, and the connecting device 3 can be installed in the recess 17 from the inner periphery side in a state where the opening end faces of the box culvert 1 are close to or in close contact with each other. Is possible.

緊張材挿通孔16には、緊張材たるアンボンドPC鋼棒2を挿通して配置する。PC鋼棒2は、管路の施工時に緊張材挿通孔16に挿通してもよく、ボックスカルバート1の製造時(または、コンクリートの打設時)に予め埋設しておいてもよいことは言うまでもない。PC鋼棒2の両端部は、凹陥17内に露出させる。PC鋼棒2の両端部には、雄ねじ21を切ってある。一般に、連結対象となるボックスカルバート1を互いの開口端面を近接させるように据え付け、各ボックスカルバート1のPC鋼棒2の相寄る端部同士を連結装置3を介して連結し、しかる後ジャッキで牽引してPC鋼棒2に緊張力を付与することで、ボックスカルバート1を圧着連結する。   The unbonded PC steel rod 2 as a tension material is inserted and disposed in the tension material insertion hole 16. It goes without saying that the PC steel bar 2 may be inserted into the tension material insertion hole 16 at the time of construction of the pipe line, or may be embedded in advance at the time of manufacturing the box culvert 1 (or at the time of placing concrete). Yes. Both ends of the PC steel rod 2 are exposed in the recesses 17. Male screws 21 are cut at both ends of the PC steel bar 2. In general, the box culverts 1 to be connected are installed so that the opening end surfaces of the box culverts are close to each other, and the close ends of the PC steel rods 2 of the box culverts 1 are connected to each other via the connecting device 3. The box culvert 1 is crimped and connected by pulling and applying tension to the PC steel rod 2.

ボックスカルバート1の開口端面には、ジョイントゴム4を配することが多い。ジョイントゴム4は、ボックスカルバート1間の間隙を埋める目地シール材であり、例えば水膨張ゴムを基材とし、開口端面における内周と外周との中間の領域に収まるような環状をなす。   A joint rubber 4 is often disposed on the opening end face of the box culvert 1. The joint rubber 4 is a joint sealing material that fills the gap between the box culverts 1. For example, the joint rubber 4 is made of water-expanded rubber as a base material and has an annular shape that fits in an intermediate region between the inner periphery and the outer periphery of the opening end surface.

直線的な管路を構築する場合には、開口端面が延伸方向に垂直である外形が略直方体状のボックスカルバート1Xを直列連結する。他方、屈曲ないし湾曲する管路を構築する場合には、開口端面が延伸方向に非垂直な斜角面18となっているボックスカルバート1を用いる。即ち、斜角面18を有するボックスカルバート1の斜角面18同士を接合することで、管路の屈曲部位を構築する。斜角面18を有するボックスカルバート1は、斜角面18を有さない通常のボックスカルバート1の製造に使用される型枠を流用して製造可能である。ボックスカルバート1の斜角面18同士を接合する場合、連結されるPC鋼棒2の軸線は交差する位置関係にあり、両者は一直線上にない。本発明に係る連結装置3は、このように交差する位置関係にあるPC鋼棒2を好適に連結し得るものである。   In the case of constructing a straight pipe line, box culverts 1X having an outer shape whose opening end surface is perpendicular to the extending direction and having a substantially rectangular parallelepiped shape are connected in series. On the other hand, when constructing a bent or curved pipe line, the box culvert 1 whose opening end face is a beveled face 18 that is not perpendicular to the extending direction is used. That is, the bend portion of the conduit is constructed by joining the beveled surfaces 18 of the box culvert 1 having the beveled surfaces 18 together. The box culvert 1 having the beveled surface 18 can be manufactured by diverting a formwork used for manufacturing a normal box culvert 1 having no beveled surface 18. When the oblique surfaces 18 of the box culvert 1 are joined together, the axes of the PC steel bars 2 to be connected are in a crossing relationship, and they are not in a straight line. The connecting device 3 according to the present invention can suitably connect the PC steel rods 2 having such a crossing positional relationship.

以降、本実施形態の連結装置3に関して詳述する。図2ないし図4に示すように、連結装置3は、連結対象となるボックスカルバート1のPC鋼棒2を連結する連結具4と、連結具4を介して連結したPC鋼棒2を牽引したときに連結具4が管路の入隅側に変位することを抑止する保定具5とを具備する。連結具4は、一方のPC鋼棒2に装着する第一の連結部材411と、他方のPC鋼棒2に装着する第二の連結部材412とを要素とする。   Hereinafter, the connection device 3 of the present embodiment will be described in detail. As shown in FIG. 2 to FIG. 4, the connecting device 3 pulls the connecting tool 4 for connecting the PC steel bar 2 of the box culvert 1 to be connected, and the PC steel bar 2 connected via the connecting tool 4. And a retainer 5 that prevents the connector 4 from being displaced to the inside corner of the pipe. The connector 4 includes a first connecting member 411 attached to one PC steel rod 2 and a second connecting member 412 attached to the other PC steel rod 2.

第一の連結部材411は、略円筒状の本体の一端側に雌ねじ穴411aを設け、他端側に軸心方向に平行に延出する一対の延出体411bを設けたものである。雌ねじ穴411aには、雄ねじ21が形成されたPC鋼棒2の端部を螺入することができる。延出体411bは、本体の軸心に対称に離間して対向し、間に空隙を内在させている。両延出体411bには、本体の径方向に貫通する軸孔411cを穿ってある。   The first connecting member 411 is provided with a female screw hole 411a on one end side of a substantially cylindrical main body and a pair of extending bodies 411b extending in parallel to the axial direction on the other end side. The end of the PC steel rod 2 in which the male screw 21 is formed can be screwed into the female screw hole 411a. The extension body 411b faces the axial center of the main body in a symmetrically spaced manner and has a gap in between. Both extending bodies 411b are provided with shaft holes 411c penetrating in the radial direction of the main body.

第二の連結部材412は、第一の連結部材411における空隙に差し入れられる程度の断面寸法を有する略六角柱状の部材であって、一端側に雌ねじ穴412aを設けており、かつ他端側に径方向に貫通する軸孔412bを穿ってある。雌ねじ穴412aには、PC鋼棒2の端部を螺入することができる。   The second connecting member 412 is a substantially hexagonal columnar member having a cross-sectional dimension that can be inserted into the gap in the first connecting member 411, and has a female screw hole 412a on one end side, and on the other end side. A shaft hole 412b penetrating in the radial direction is formed. The end of the PC steel rod 2 can be screwed into the female screw hole 412a.

第一の連結部材411及び第二の連結部材412は、結合部材たるヒンジ軸61を介して互いに相対的に回動可能に結合する。即ち、第二の連結部材412の他端側を第一の連結部材411の他端側の空隙に差し入れ、両連結部材411、412の軸孔にヒンジ軸61を挿通することで、各連結部材411、412がヒンジ軸61回りに回動可能となる。   The first connecting member 411 and the second connecting member 412 are coupled so as to be rotatable relative to each other via a hinge shaft 61 as a coupling member. That is, the other end side of the second connecting member 412 is inserted into the gap on the other end side of the first connecting member 411, and the hinge shaft 61 is inserted into the shaft holes of the both connecting members 411, 412, thereby connecting each connecting member. 411 and 412 can rotate around the hinge shaft 61.

保定具5は、PC鋼棒2を連結する連結具4をボックスカルバート1に係留する役割を担う。保定具5は、雄ねじ部材511と、雄ねじ部材511に螺着する雌ねじ部材512とを要素とする。雄ねじ部材511は、略U字形状をなし、その両端部に雄ねじ511aを切ってある。雄ねじ部材511は、ボックスカルバート1に対して固定される。より具体的には、図5に例示するように、連結対象となるボックスカルバート1の一方または両方の開口端面(即ち、斜角面18)に、雄ねじ部材511の湾曲部位を嵌め入れることが可能な凹溝191を予め形成しておき、雄ねじ部材511の当該部位を凹溝191に嵌め入れた後、両ボックスカルバート1の開口端面同士を圧接することで、雄ねじ部材511をボックスカルバート1に固定するものとしている。凹溝191は凹陥17に連通しており、雄ねじ部材511を嵌め入れたときにその端部が凹陥17内に突出する。   The retainer 5 plays a role of mooring the connector 4 for connecting the PC steel rod 2 to the box culvert 1. The retainer 5 includes a male screw member 511 and a female screw member 512 that is screwed to the male screw member 511. The male screw member 511 is substantially U-shaped, and male screws 511a are cut at both ends thereof. The male screw member 511 is fixed to the box culvert 1. More specifically, as illustrated in FIG. 5, it is possible to fit the curved portion of the male screw member 511 into one or both opening end surfaces (that is, the oblique surface 18) of the box culvert 1 to be connected. And the male screw member 511 is fixed to the box culvert 1 by press-contacting the opening end surfaces of the two box culverts 1 after fitting the corresponding portion of the male screw member 511 into the concave groove 191 in advance. I am going to do it. The recessed groove 191 communicates with the recessed portion 17, and its end protrudes into the recessed portion 17 when the male screw member 511 is fitted.

雌ねじ部材512は、連結具4に対し取着されるもので、ヒンジ軸61を挿通可能な環状体512aに、雄ねじ部材511の端部に螺合する雌ねじ孔512cを有するナット512bを設けてなる。雌ねじ孔512cは、環状体512aの径方向に沿ってナット512bを貫通している。   The female screw member 512 is attached to the connector 4, and is provided with a nut 512 b having a female screw hole 512 c that is screwed into an end portion of the male screw member 511 in an annular body 512 a through which the hinge shaft 61 can be inserted. . The female screw hole 512c penetrates the nut 512b along the radial direction of the annular body 512a.

但し、略U字形状をなす部材の両端部に雌ねじ穴を設けてこれを雌ねじ部材とし、環状体に前記雌ねじ穴に螺合する雄ねじを設けてこれを雄ねじ部材とする態様を妨げない。この場合、雌ねじ部材がボックスカルバート1に固定され、雄ねじ部材が連結具4に取着されることとなる。   However, it does not interfere with the aspect in which a female screw hole is provided at both ends of a substantially U-shaped member to be a female screw member, and a male screw that is screwed into the female screw hole is provided on the annular body to be a male screw member. In this case, the female screw member is fixed to the box culvert 1 and the male screw member is attached to the connector 4.

本実施形態の連結装置3を用いたボックスカルバート1の連結の施工手順について述べると、既設のボックスカルバート1に配されたPC鋼棒2の端部に第一の連結部材411を螺着し、新たに敷設するボックスカルバート1に配されたPC鋼棒2の端部に第二の連結部材412を螺着する。また、既設のボックスカルバート1の開口端面に形成された凹溝191に雄ねじ部材511の湾曲部位を嵌め入れ、粘着テープや接着剤等で仮止めする。   When the construction procedure of the connection of the box culvert 1 using the connection device 3 of the present embodiment is described, the first connection member 411 is screwed to the end portion of the PC steel rod 2 arranged in the existing box culvert 1, The second connecting member 412 is screwed onto the end of the PC steel bar 2 disposed on the newly laid box culvert 1. Further, the curved portion of the male screw member 511 is fitted into the concave groove 191 formed on the opening end face of the existing box culvert 1, and temporarily fixed with an adhesive tape or an adhesive.

次に、両ボックスカルバート1の開口端面同士が近接するように、新たに敷設するボックスカルバート1を基礎(図示せず)上に据え置く。続いて、第一の連結部材411、第二の連結部材412を軸回りに回転させ、第一の連結部材411の他端側の空隙に第二の連結部材412の他端側が入り込むように両連結部材411、412の位置を調整する。並びに、凹陥17内に突出している雄ねじ部材511の端部に雌ねじ部材512を螺着し、両連結部材411、412の軸孔411c、412bと雌ねじ部材512の環状体512aとが同心軸上に並ぶように配置する。そして、ヒンジ軸61を両連結部材411、412の軸孔411c、412b及び雌ねじ部材512の環状体512aに挿通する。この結果、第一の連結部材411及び第二の連結部材412がヒンジ軸61を介して相対回動可能に結合し、両ボックスカルバート1のPC鋼棒2を連結する状態となる。   Next, the box culvert 1 to be newly laid is placed on a foundation (not shown) so that the opening end faces of both box culverts 1 are close to each other. Subsequently, the first connecting member 411 and the second connecting member 412 are rotated about their axes so that the other end side of the second connecting member 412 enters the gap on the other end side of the first connecting member 411. The positions of the connecting members 411 and 412 are adjusted. In addition, the female screw member 512 is screwed onto the end of the male screw member 511 protruding into the recess 17, and the shaft holes 411 c and 412 b of both the connecting members 411 and 412 and the annular body 512 a of the female screw member 512 are on the concentric axis. Arrange them side by side. Then, the hinge shaft 61 is inserted through the shaft holes 411 c and 412 b of both the connecting members 411 and 412 and the annular body 512 a of the female screw member 512. As a result, the first connecting member 411 and the second connecting member 412 are coupled to each other via the hinge shaft 61 so as to be relatively rotatable, and the PC steel rods 2 of both the box culverts 1 are connected.

しかる後、新たに敷設したボックスカルバート1の反連結端において、アンカープレート71及び定着ナット72をPC鋼棒2に仮に装着し、ジャッキを使用してPC鋼棒2を牽引し緊張力を付与する。すると、両ボックスカルバート1の相寄る開口端面同士が圧接し、雄ねじ部材511が挟み付けられて完全に固定される。同時に、両連結部材411、412を結合しているヒンジ軸61には管路の入隅側に向かう方向の合力が作用するが、このヒンジ軸61は保定具5を介してボックスカルバート1に係留されているために管路の入隅側に向けて変位することはない。よって、連結しているPC鋼棒2の端部に曲げモーメントが作用することは回避される。PC鋼棒2に付与される緊張力が所要の大きさを超えたとき、定着ナット72を締めて緊張力が維持される状態にPC鋼棒2を定着する。以上で、ボックスカルバート1の連結工程が完了する。   Thereafter, the anchor plate 71 and the fixing nut 72 are temporarily attached to the PC steel bar 2 at the anti-connection end of the newly laid box culvert 1, and a tension is applied by pulling the PC steel bar 2 using a jack. . Then, the open end surfaces of the two box culverts 1 are brought into pressure contact with each other, and the male screw member 511 is sandwiched and completely fixed. At the same time, a resultant force in the direction toward the inner corner of the pipe line acts on the hinge shaft 61 that couples the connecting members 411 and 412, and this hinge shaft 61 is moored to the box culvert 1 via the retainer 5. Therefore, there is no displacement toward the entrance corner side of the pipe line. Therefore, it is avoided that a bending moment acts on the end part of the connected PC steel bar 2. When the tension applied to the PC steel bar 2 exceeds a required magnitude, the fixing nut 72 is tightened to fix the PC steel bar 2 in a state where the tension is maintained. Thus, the connection process of the box culvert 1 is completed.

本実施形態によれば、相対回動可能な第一の連結部材411及び第二の連結部材412を備え、第一の連結部材411を一方のボックスカルバート1のPC鋼棒2に装着し、第二の連結部材412を他方のボックスカルバート1のPC鋼棒2に装着して両PC鋼棒2を連結する連結具4と、前記連結具4が前記第一の連結部材411と前記第二の連結部材412とのなす角度を拡げるように拡開することを抑止する保定具5とを具備する連結装置3を用いることとしたため、軸線が交差する位置関係にあるPC鋼棒2同士を、その交差角度に対応して両連結部材411、412のなす角度を変更可能な連結具4を用いて連結できる。従って、斜角面18を有するボックスカルバート1等の連結に際して、これらボックスカルバート1のPC鋼棒2を適切に連結し、PC鋼棒2を牽引して所要の緊張力を付与することが可能となる。さらに、連結具4における両連結部材411、412が拡開すること、言い換えるならば連結具4が装着されているPC鋼棒2の端部が入隅側に変位することが抑止されるため、PC鋼棒2に曲げモーメントが作用してPC鋼棒2が折れ曲がる問題は回避される。総じて言えば、管路上の屈曲部位を構築するべく連結されるボックスカルバート1に適切に圧縮力を加えることができ、屈曲部位においても直線部位と同等の一体性、連続性、水密性を具現可能となる。   According to the present embodiment, the first connecting member 411 and the second connecting member 412 that are relatively rotatable are provided, and the first connecting member 411 is attached to the PC steel rod 2 of one box culvert 1, Two connecting members 412 are attached to the PC steel rod 2 of the other box culvert 1 to connect the two PC steel rods 2, and the connecting device 4 includes the first connecting member 411 and the second connecting member 412. Since the connecting device 3 including the retainer 5 that suppresses expansion so as to widen the angle formed with the connecting member 412 is used, the PC steel rods 2 in a positional relationship where the axes intersect with each other, It can connect using the connector 4 which can change the angle which both the connection members 411 and 412 make corresponding to an intersection angle. Therefore, when connecting the box culverts 1 and the like having the oblique surfaces 18, it is possible to appropriately connect the PC steel bars 2 of the box culverts 1 and to pull the PC steel bars 2 to give the required tension. Become. Furthermore, since both the connection members 411 and 412 in the connection tool 4 are expanded, in other words, the end portion of the PC steel rod 2 to which the connection tool 4 is attached is prevented from being displaced toward the corner of the entrance, The problem of bending of the PC steel rod 2 due to the bending moment acting on the PC steel rod 2 is avoided. Generally speaking, a compressive force can be applied appropriately to the box culvert 1 connected to construct a bent part on a pipe line, and the same unity, continuity, and watertightness as a straight part can be realized even in a bent part. It becomes.

前記第一の連結部材411と、前記第二の連結部材412と、これら連結部材411、412を相対回動可能に結合するヒンジ軸61とに分解することができるため、第一の連結部材411を一方のPC鋼棒2に装着し、第二の連結部材412を他方のPC鋼棒2に装着して、しかる後にヒンジ軸61によりこれら連結部材411、412を結合するという手順をとり得る。つまり、ボックスカルバート1の連結における施工の簡便化を図ることができる。   The first connecting member 411, the second connecting member 412, and the hinge shaft 61 that couples the connecting members 411 and 412 so as to be relatively rotatable can be disassembled. Can be attached to one PC steel rod 2, the second connecting member 412 can be attached to the other PC steel rod 2, and then the connecting members 411 and 412 can be coupled by the hinge shaft 61. That is, the construction in the connection of the box culvert 1 can be simplified.

前記保定具5が、前記第一の連結部材411及び前記第二の連結部材412を相対回動可能に結合するヒンジ軸61を前記ボックスカルバート1に係留して該ヒンジ軸61が入隅側に変位することを抑止するため、連結具4を一箇所(即ち、ヒンジ軸61)で保定でき、複数箇所で複数個の保定具5を用いずともよくなる。   The retainer 5 anchors a hinge shaft 61 that couples the first connecting member 411 and the second connecting member 412 so as to be capable of relative rotation to the box culvert 1 so that the hinge shaft 61 moves toward the corner. In order to suppress displacement, the connector 4 can be held at one place (that is, the hinge shaft 61), and a plurality of holders 5 need not be used at a plurality of places.

前記保定具5が、前記ヒンジ軸61の軸心回りに回動可能であるため、連結具4に対する保定具5の配置を適宜に変更し得る。これにより、施工が簡便化するだけでなく、連結されるボックスカルバート1の幾何的条件(両ボックスカルバート1の交差角度)に対する汎用性も向上する。   Since the retainer 5 is rotatable around the axis of the hinge shaft 61, the arrangement of the retainer 5 with respect to the connector 4 can be appropriately changed. This not only simplifies the construction, but also improves the versatility with respect to the geometrical conditions of the box culverts 1 to be connected (intersection angles of the two box culverts 1).

前記保定具5が、雌ねじ部材512と、前記雌ねじ部材512に螺合する雄ねじ部材511とを備えており、前記雌ねじ部材512と前記雄ねじ部材511とのうち一方を前記ボックスカルバート1に固定し、他方を前記連結具4に取着するものであるため、雄ねじ部材511と雌ねじ部材512とを分解して個別にボックスカルバート1と連結具4とに取り付け、しかる後に両者を螺合するという手順をとり得る。つまり、ボックスカルバート1の連結における施工の簡便化を図ることができる。   The retainer 5 includes a female screw member 512 and a male screw member 511 that is screwed into the female screw member 512, and fixes one of the female screw member 512 and the male screw member 511 to the box culvert 1. Since the other is attached to the connector 4, the male screw member 511 and the female screw member 512 are disassembled and individually attached to the box culvert 1 and the connector 4, and then screwed together. It can take. That is, the construction in the connection of the box culvert 1 can be simplified.

前記保定具5の少なくとも一部(即ち、雄ねじ部材511の湾曲部位)を連結対象となる両ボックスカルバート1間に配置し、前記連結具4を介して連結したPC鋼棒2を緊張してボックスカルバート1の接合面(即ち、斜角面18)同士を圧接することを通じて保定具5をボックスカルバート1に固定するため、PC鋼棒2を牽引し緊張する工程と同時に保定具5をボックスカルバート1へ確実に定着することができる。しかも、ボックスカルバート1の製造時に予め保定具5を埋設しておくような工程が不要となる。   At least a part of the retainer 5 (that is, the curved portion of the male screw member 511) is disposed between both box culverts 1 to be connected, and the PC steel rod 2 connected via the connector 4 is tensioned to form a box. In order to fix the retainer 5 to the box culvert 1 by pressing the joining surfaces (that is, the oblique surfaces 18) of the culvert 1 together, the retainer 5 is attached to the box culvert 1 simultaneously with the process of pulling and tensioning the PC steel rod 2. Can be firmly established. In addition, a process for embedding the retainer 5 in advance when the box culvert 1 is manufactured becomes unnecessary.

該連結装置3を使用すれば、一方のボックスカルバート1のPC鋼棒2に装着した第一の連結部材411と他方のボックスカルバート1のPC鋼棒2に装着した第二の連結部材412とを相対回動可能に結合して両PC鋼棒2を連結し、かつ、保定具5を介して前記連結具4が前記第一の連結部材411と前記第二の連結部材412とのなす角度を拡げるように拡開することを抑止したボックスカルバート1の連結構造を形成し得る。このような連結構造であれば、管路の屈曲部位において、直線部位と同等の一体性、連続性、水密性を具現可能となる。   If the connecting device 3 is used, a first connecting member 411 attached to the PC steel rod 2 of one box culvert 1 and a second connecting member 412 attached to the PC steel rod 2 of the other box culvert 1 are provided. The two steel bars 2 are coupled so as to be relatively rotatable, and the angle between the first coupling member 411 and the second coupling member 412 is determined by the coupling tool 4 via the retainer 5. The connection structure of the box culvert 1 which restrained to expand so that it may expand can be formed. With such a connection structure, it is possible to realize the same unity, continuity, and watertightness as the straight part at the bent part of the pipe.

また、連結用のアンボンドPC鋼棒2を埋設し、前記PC鋼棒2の端部に該当する部位に連結具4の要素である第一の連結部材411または第二の連結部材412を配置するための凹陥17を形成し、かつ、連結時に接合される開口端面18に前記凹陥17に連通する凹溝191を形成してあるコンクリートブロック1を予め製作しておけば、管路上の屈曲部位を構築するために極めて有用となる。即ち、凹溝191に、連結具4が拡開することを抑止する保定具5(の一部をなす雄ねじ部材511)を嵌め込んで固定することができ、簡便に本実施形態の連結構造を形成することが可能となる。   Moreover, the unbonded PC steel rod 2 for connection is embedded, and the first connecting member 411 or the second connecting member 412 that is an element of the connector 4 is disposed in a portion corresponding to the end of the PC steel rod 2. If the concrete block 1 in which the concave groove 17 191 is formed in advance and the concave groove 191 communicating with the concave groove 17 is formed in the opening end face 18 to be joined at the time of connection, the bent portion on the pipe line is formed. It will be extremely useful for building. That is, the retainer 5 (a male screw member 511 forming a part of the retainer 5) that suppresses the expansion of the connector 4 can be fitted into the concave groove 191, and can be fixed. It becomes possible to form.

<第2実施形態>本実施形態の連結装置3は、第一の連結部材421及び第二の連結部材422を相対回動可能に結合するヒンジ軸62を直接的にコンクリートブロックに保定するようにしている点を特徴とする。以降、本実施形態の連結装置3に関して詳述する。   <Second Embodiment> The connecting device 3 of the present embodiment is configured to directly hold the hinge shaft 62 that couples the first connecting member 421 and the second connecting member 422 so as to be relatively rotatable to the concrete block. It is characterized by that. Hereinafter, the connection device 3 of the present embodiment will be described in detail.

図6ないし図7に示すように、本実施形態における第一の連結部材421は、炭素鋼管等のパイプ材の一部を切り出した部分円筒形状をなす本体に、軸孔421cを有する軸受体421bを設けたものである。第一の連結部材421の本体は、平面視半周よりも小さい角度の範囲で切り取った周壁を主体とし、その周壁にPC鋼棒2を挿通する挿通孔421aを穿っている。軸受体421bは、本体の周壁の切り取り範囲に対応する角度に屈曲している平面視略く字形状をなす板状体で、略水平姿勢で本体の内側方に溶接等により取り付けられる。軸孔421cは、軸受体421bの中心部に穿たれ、軸受体421bを本体の軸心方向に沿って、言い換えるならば上下に貫通する。本実施形態では、軸心方向に離間して対向する複数の軸受体421bを設けている。図示例では、本体の上端よりやや下った位置と下端近傍とに軸受体421bを取り付けてある。また、軸受体421bの本体側の縁部に、上方に突き出る突条421dを形成している。   As shown in FIGS. 6 to 7, the first connecting member 421 in the present embodiment is a bearing body 421b having a shaft hole 421c in a body having a partially cylindrical shape obtained by cutting a part of a pipe material such as a carbon steel pipe. Is provided. The main body of the first connecting member 421 mainly has a peripheral wall cut in a range of an angle smaller than a half circumference in plan view, and has an insertion hole 421a through which the PC steel rod 2 is inserted. The bearing body 421b is a plate-like body having a substantially square shape in plan view that is bent at an angle corresponding to the cutout range of the peripheral wall of the main body, and is attached to the inside of the main body by welding or the like in a substantially horizontal posture. The shaft hole 421c is formed in the center of the bearing body 421b, and penetrates the bearing body 421b in the axial direction of the main body, in other words, vertically. In the present embodiment, a plurality of bearing bodies 421b that are spaced apart from each other in the axial direction are provided. In the illustrated example, the bearing body 421b is attached at a position slightly below the upper end of the main body and in the vicinity of the lower end. Further, a protrusion 421d protruding upward is formed at the edge of the bearing body 421b on the main body side.

第二の連結部材422もまた、部分円筒形状をなす本体に、軸孔を有する軸受体422bを設けたものである。第二の連結部材422の本体は、平面視半周よりも小さい角度の範囲で切り取った周壁を主体とし、その周壁にPC鋼棒2を挿通する挿通孔422aを穿っている。軸受体422bは、本体の周壁の切り取り範囲に対応する角度に屈曲している平面視略く字形状をなす板状体で、略水平姿勢で本体の内側方に溶接等により取り付けられる。軸孔422cは、軸受体421bの中心部に穿たれ、軸受体421bを上下に貫通する。本実施形態では、軸心方向に離間して対向する複数の軸受体422bを設けている。図示例では、本体の上端近傍と下端よりやや上った位置とに軸受体422bを取り付けてある。また、軸受体422bの本体側の縁部に、下方に突き出る突条422dを形成している。   The second connecting member 422 also has a main body having a partial cylindrical shape and a bearing body 422b having a shaft hole. The main body of the second connecting member 422 mainly has a peripheral wall cut in a range of an angle smaller than a half circumference in plan view, and has an insertion hole 422a through which the PC steel rod 2 is inserted. The bearing body 422b is a plate-like body having a substantially square shape in plan view that is bent at an angle corresponding to the cut-out range of the peripheral wall of the main body, and is attached to the inner side of the main body by welding or the like in a substantially horizontal posture. The shaft hole 422c is formed at the center of the bearing body 421b and penetrates the bearing body 421b vertically. In the present embodiment, a plurality of bearing bodies 422b that are spaced apart and face each other in the axial direction are provided. In the illustrated example, the bearing body 422b is attached to the vicinity of the upper end of the main body and a position slightly above the lower end. Further, a protrusion 422d protruding downward is formed on the edge of the bearing body 422b on the main body side.

第一の連結部材421及び第二の連結部材422は、結合部材たるボルト62を介して互いに相対的に回動可能に結合する。即ち、第一の連結部材421の軸受体421bと第二の連結部材422の軸受体422bとを略重ね合わせてこれらの軸孔421c、422cを同心軸上に配列し、軸孔421c、422cにボルト62を挿通することで、各連結部材421、422がボルト62の軸部回りに回動可能となる。即ち、ボルト62の軸部がヒンジ軸として機能する。このとき、両連結部材421、422の軸受体421b、422bは互い違いになるように配置され、一方の連結部材を他方に対して回動させても所定の範囲内であれば軸受体421b、422bが干渉し合うことはない。ボルト62の先端部位には、雄ねじ62aを切ってある。   The first connecting member 421 and the second connecting member 422 are coupled to each other so as to be rotatable relative to each other via a bolt 62 serving as a coupling member. That is, the bearing body 421b of the first connecting member 421 and the bearing body 422b of the second connecting member 422 are substantially overlapped so that the shaft holes 421c and 422c are arranged on the concentric shaft, and the shaft holes 421c and 422c are aligned. By inserting the bolt 62, each of the connecting members 421 and 422 can be rotated around the shaft portion of the bolt 62. That is, the shaft portion of the bolt 62 functions as a hinge shaft. At this time, the bearing bodies 421b and 422b of the both coupling members 421 and 422 are alternately arranged, and if one coupling member is rotated with respect to the other, the bearing bodies 421b and 422b are within a predetermined range. Will not interfere with each other. A male screw 62 a is cut at the tip of the bolt 62.

本実施形態における保定具5は、第一の連結部材421と第二の連結部材422とを結合するボルト62が螺着される角ナット521(高ナット)である。角ナット521は、ボルト62の先端部位に形成された雄ねじ62aに螺合する雌ねじ孔521aを有し、ボックスカルバート1に対して固定される。より具体的には、図8に例示するように、連結対象となるボックスカルバート1の一方または両方の開口端面に、角ナット521を嵌め入れることが可能な凹192を予め形成しておき、角ナット521を凹溝192に嵌め入れた後、両ボックスカルバート1の開口端面同士を圧接することで、角ナット521をボックスカルバート1に固定するものとしている。凹溝192は凹陥17に連通しており、角ナット521を嵌め入れたときにその雌ねじ孔62aが凹陥17内に露出する。   The retainer 5 in the present embodiment is a square nut 521 (high nut) to which a bolt 62 that joins the first connecting member 421 and the second connecting member 422 is screwed. The square nut 521 has a female screw hole 521 a that engages with a male screw 62 a formed at the tip portion of the bolt 62, and is fixed to the box culvert 1. More specifically, as illustrated in FIG. 8, a recess 192 into which the square nut 521 can be fitted is formed in advance on one or both opening end faces of the box culvert 1 to be coupled, After the nut 521 is fitted in the concave groove 192, the square nut 521 is fixed to the box culvert 1 by press-contacting the open end faces of both box culverts 1. The recessed groove 192 communicates with the recessed portion 17, and the female screw hole 62 a is exposed in the recessed portion 17 when the square nut 521 is fitted.

本実施形態の連結装置3を用いたボックスカルバート1の連結の施工手順について述べると、既設のボックスカルバート1に配されたPC鋼棒2の端部に第一の連結部材421を装着し、新たに敷設するボックスカルバート1に配されたPC鋼棒2の端部に第二の連結部材422を装着する。本実施形態では、連結部材421、422の本体に穿たれた挿通孔421a、422aにPC鋼棒2を外側方より挿通し、その端部に特殊ナット423を螺着することで、PC鋼棒2を連結部材421、422に対して係止する。因みに、特殊ナット423の座面は、連結部材421、422の本体の内周面に概ね対応する曲面形状に成形してある。また、既設のボックスカルバート1の開口端面に形成された凹溝192に角ナット521を嵌め入れ、粘着テープや接着剤等で仮止めする。   The construction procedure of the connection of the box culvert 1 using the connection device 3 of the present embodiment will be described. The first connection member 421 is attached to the end of the PC steel bar 2 arranged in the existing box culvert 1, A second connecting member 422 is attached to the end of the PC steel rod 2 disposed on the box culvert 1 to be laid. In the present embodiment, the PC steel rod 2 is inserted from the outside through the insertion holes 421a and 422a formed in the main bodies of the connecting members 421 and 422, and the special nut 423 is screwed to the end portion of the PC steel rod. 2 is locked to the connecting members 421 and 422. Incidentally, the seating surface of the special nut 423 is formed in a curved surface shape substantially corresponding to the inner peripheral surface of the main body of the connecting members 421 and 422. Further, a square nut 521 is fitted into a concave groove 192 formed on the opening end face of the existing box culvert 1 and temporarily fixed with an adhesive tape, an adhesive, or the like.

次に、両ボックスカルバート1の開口端面同士が近接するように、新たに敷設するボックスカルバート1を基礎上に据え置く。続いて、特殊ナット423を軸回りに回転させて第一の連結部材421及び第二の連結部材422の位置を調整し、両連結部材421、422の軸孔421c、422cと角ナット521の雌ねじ孔521aとが同心軸上に並ぶように配置する。そして、連結部材421、422の上下にワッシャ424を配した上で、ボルト62を両連結部材421、422の軸孔421c、422cに挿通して角ナット521の雌ねじ孔521aに螺入する。この結果、第一の連結部材421及び第二の連結部材422がボルト62の軸部を介して相対回動可能に結合し、両ボックスカルバート1のPC鋼棒2を連結する状態となる。   Next, the box culvert 1 to be newly laid is placed on the foundation so that the opening end faces of both box culverts 1 are close to each other. Subsequently, the special nut 423 is rotated around the axis to adjust the positions of the first connecting member 421 and the second connecting member 422, and the shaft holes 421 c and 422 c of both the connecting members 421 and 422 and the female screw of the square nut 521 are adjusted. It arrange | positions so that the hole 521a may be located in a line on a concentric axis | shaft. After the washers 424 are arranged above and below the connecting members 421 and 422, the bolts 62 are inserted into the shaft holes 421 c and 422 c of the connecting members 421 and 422 and screwed into the female screw holes 521 a of the square nuts 521. As a result, the first connecting member 421 and the second connecting member 422 are coupled to each other via the shaft portion of the bolt 62 so as to be relatively rotatable, and the PC steel rods 2 of both the box culverts 1 are connected.

しかる後、新たに敷設したボックスカルバート1の反連結端において、アンカープレート71及び定着ナット72をPC鋼棒2に仮に装着し、ジャッキを使用してPC鋼棒2を牽引し緊張力を付与する。すると、両ボックスカルバート1の相寄る開口端面同士が圧接し、角ナット521が挟み付けられて完全に固定される。同時に、両連結部材421、422を結合しているボルト62には管路の入隅側に向かう方向の合力が作用するが、このボルト62は角ナット521を介してボックスカルバート1に保定されているために管路の入隅側に向けて変位することはない。よって、連結しているPC鋼棒2の端部に曲げモーメントが作用することは回避される。PC鋼棒2に付与される緊張力が所要の大きさを超えたとき、定着ナット72を締めて緊張力が維持される状態にPC鋼棒2を定着する。以上で、ボックスカルバート1の連結工程が完了する。   Thereafter, the anchor plate 71 and the fixing nut 72 are temporarily attached to the PC steel bar 2 at the anti-connection end of the newly laid box culvert 1, and a tension is applied by pulling the PC steel bar 2 using a jack. . Then, the open end surfaces of the two box culverts 1 are brought into pressure contact with each other, and the square nut 521 is sandwiched and completely fixed. At the same time, the bolt 62 connecting both the connecting members 421 and 422 is subjected to a resultant force in the direction toward the inner corner of the pipe line. The bolt 62 is held by the box culvert 1 via the square nut 521. Therefore, there is no displacement toward the entrance corner side of the pipeline. Therefore, it is avoided that a bending moment acts on the end part of the connected PC steel bar 2. When the tension applied to the PC steel bar 2 exceeds a required magnitude, the fixing nut 72 is tightened to fix the PC steel bar 2 in a state where the tension is maintained. Thus, the connection process of the box culvert 1 is completed.

本実施形態によれば、相対回動可能な第一の連結部材421及び第二の連結部材422を備え、第一の連結部材421を一方のボックスカルバート1のPC鋼棒2に装着し、第二の連結部材422を他方のボックスカルバート1のPC鋼棒2に装着して両PC鋼棒2を連結する連結具4と、前記連結具4が前記第一の連結部材421と前記第二の連結部材422とのなす角度を拡げるように拡開することを抑止する保定具5とを具備する連結装置3を用いることとしたため、軸線が交差する位置関係にあるPC鋼棒2同士を、その交差角度に対応して両連結部材421、422のなす角度を変更可能な連結具4を用いて連結できる。従って、斜角面18を有するボックスカルバート1等の連結に際して、これらボックスカルバート1のPC鋼棒2を適切に連結し、PC鋼棒2を牽引して所要の緊張力を付与することが可能となる。さらに、連結具4における両連結部材421、422が拡開すること、言い換えるならば連結具4が装着されているPC鋼棒2の端部が入隅側に変位することが抑止されるため、PC鋼棒2に曲げモーメントが作用してPC鋼棒2が折れ曲がる問題は回避される。総じて言えば、管路上の屈曲部位を構築するべく連結されるボックスカルバート1に適切に圧縮力を加えることができ、屈曲部位においても直線部位と同等の一体性、連続性、水密性を具現可能となる。   According to the present embodiment, the first connecting member 421 and the second connecting member 422 that are relatively rotatable are provided, the first connecting member 421 is mounted on the PC steel rod 2 of one box culvert 1, Two connecting members 422 are attached to the PC steel rod 2 of the other box culvert 1 to connect the two PC steel rods 2, and the connecting device 4 is connected to the first connecting member 421 and the second connecting member 421. Since the connecting device 3 including the retainer 5 that suppresses the expansion so as to widen the angle formed with the connecting member 422 is used, the PC steel bars 2 in a positional relationship where the axes intersect with each other, It can connect using the connector 4 which can change the angle which both the connection members 421 and 422 make corresponding to a crossing angle. Therefore, when connecting the box culverts 1 and the like having the oblique surfaces 18, it is possible to appropriately connect the PC steel bars 2 of the box culverts 1 and to pull the PC steel bars 2 to give the required tension. Become. Furthermore, since both the connection members 421 and 422 in the connection tool 4 are expanded, in other words, the end of the PC steel rod 2 to which the connection tool 4 is attached is prevented from being displaced toward the corner of the entrance, The problem of bending of the PC steel rod 2 due to the bending moment acting on the PC steel rod 2 is avoided. Generally speaking, a compressive force can be appropriately applied to the box culvert 1 connected to construct a bent portion on a pipe line, and the same integrity, continuity, and water tightness as a straight portion can be realized even in the bent portion. It becomes.

前記第一の連結部材421と、前記第二の連結部材422と、これら連結部材421、422を相対回動可能に結合するボルト62とに分解することができるため、第一の連結部材421を一方のPC鋼棒2に装着し、第二の連結部材422を他方のPC鋼棒2に装着して、しかる後にボルト62によりこれら連結部材421、422を結合するという手順をとり得る。つまり、ボックスカルバート1の連結における施工の簡便化を図ることができる。   The first connecting member 421, the second connecting member 422, and the bolts 62 that connect the connecting members 421 and 422 so as to be relatively rotatable can be disassembled. It is possible to take a procedure of attaching to one PC steel rod 2, attaching the second connecting member 422 to the other PC steel rod 2, and then connecting these connecting members 421 and 422 with bolts 62. That is, the construction in the connection of the box culvert 1 can be simplified.

前記保定具5たる角ナット521が、前記第一の連結部材421及び前記第二の連結部材422を相対回動可能に結合するボルト62を前記ボックスカルバート1に係留して該ボルト62が入隅側に変位することを抑止するため、連結具4を一箇所(即ち、ボルト62)で保定でき、複数箇所で複数個の保定具5を用いずともよくなる。   The square nut 521 which is the retainer 5 anchors the bolt 62 which couples the first connecting member 421 and the second connecting member 422 so as to be relatively rotatable to the box culvert 1, and the bolt 62 is inserted into the corner. In order to suppress displacement to the side, the connector 4 can be held at one place (that is, the bolt 62), and a plurality of holders 5 need not be used at a plurality of places.

前記角ナット521に雌ねじを設け、前記ボルト62に前記雌ねじに螺合する雄ねじを設けて、前記角ナット521を前記ボックスカルバート1に固定し、しかる後前記ボルト62を角ナット521に螺着するものとしたため、該連結装置3を構成する部品の点数の削減に奏効する。   The square nut 521 is provided with a female screw, the bolt 62 is provided with a male screw that is screwed to the female screw, the square nut 521 is fixed to the box culvert 1, and then the bolt 62 is screwed to the square nut 521. Therefore, it is effective in reducing the number of parts constituting the coupling device 3.

前記角ナット521を連結対象となる両ボックスカルバート1間に配置し、前記連結具4を介して連結したPC鋼棒2を緊張してボックスカルバート1の接合面(即ち、斜角面18)同士を圧接することを通じて角ナット521をボックスカルバート1に固定するため、PC鋼棒2を牽引し緊張する工程と同時に角ナット521をボックスカルバート1へ確実に定着することができる。しかも、ボックスカルバート1の製造時に予め角ナット521を埋設しておくような工程が不要となる。   The square nuts 521 are disposed between the two box culverts 1 to be connected, and the PC steel rods 2 connected via the connector 4 are tensioned to join the joint surfaces of the box culverts 1 (that is, the oblique surfaces 18). Since the square nut 521 is fixed to the box culvert 1 through the pressure contact, the square nut 521 can be reliably fixed to the box culvert 1 simultaneously with the step of pulling and tensioning the PC steel rod 2. In addition, a process for embedding the square nuts 521 in advance when the box culvert 1 is manufactured becomes unnecessary.

本発明に係る連結装置3を使用すれば、一方のボックスカルバート1のPC鋼棒2に装着した第一の連結部材421と他方のボックスカルバート1のPC鋼棒2に装着した第二の連結部材422とを相対回動可能に結合して両PC鋼棒2を連結し、かつ、ボルト62と角ナット521との螺合により前記連結具4が前記第一の連結部材421と前記第二の連結部材422とのなす角度を拡げるように拡開することを抑止したボックスカルバート1の連結構造を形成し得る。このような連結構造であれば、管路の屈曲部位において、直線部位と同等の一体性、連続性、水密性を具現可能となる。   If the connecting device 3 according to the present invention is used, the first connecting member 421 attached to the PC steel rod 2 of one box culvert 1 and the second connecting member attached to the PC steel rod 2 of the other box culvert 1. 422 is coupled to each other so as to be relatively rotatable, and both the PC steel rods 2 are coupled to each other, and the coupling 4 is connected to the first coupling member 421 and the second coupling by the screwing of the bolt 62 and the square nut 521. It is possible to form a connection structure of the box culvert 1 that is prevented from being expanded so as to increase the angle formed with the connection member 422. With such a connection structure, it is possible to realize the same unity, continuity, and watertightness as the straight part at the bent part of the pipe.

また、連結用のアンボンドPC鋼棒2を埋設し、前記PC鋼棒2の端部に該当する部位に連結具4の要素である第一の連結部材421または第二の連結部材422を配置するための凹陥17を形成し、かつ、連結時に接合される開口端面18に前記凹陥17に連通する凹溝192を形成してあるコンクリートブロック1を予め製作しておけば、管路上の屈曲部位を構築するために極めて有用となる。即ち、凹溝192に、結合部材62と螺合して連結具4が拡開することを抑止する保定具521を嵌め込んで固定することができ、簡便に本実施形態の連結構造を形成することが可能となる。   Moreover, the unbonded PC steel rod 2 for connection is embedded, and the first connection member 421 or the second connection member 422 that is an element of the connector 4 is disposed at a portion corresponding to the end of the PC steel rod 2. If the concrete block 1 in which the concave groove 192 communicating with the concave portion 17 is formed in the opening end face 18 that is joined at the time of connection is formed in advance, the bent portion on the pipe line It will be extremely useful for building. That is, the retainer 521 that prevents the connecting member 4 from being expanded by being screwed to the coupling member 62 can be fitted into the concave groove 192 and fixed, and the connecting structure of the present embodiment is simply formed. It becomes possible.

<第3実施形態>本実施形態の連結装置3は、第一の連結部材431及び第二の連結部材432のそれぞれをコンクリートブロックに保定するようにしている点を特徴とする。以降、本実施形態の連結装置3に関して詳述する。   <Third Embodiment> The connecting device 3 of this embodiment is characterized in that each of the first connecting member 431 and the second connecting member 432 is held in a concrete block. Hereinafter, the connection device 3 of the present embodiment will be described in detail.

図9ないし図12に示すように、本実施形態における第一の連結部材431は、平行板部431aと、平行板部431aの一端側で屈曲し平行板部431aに対して略垂直に延伸する垂直板部431bと、これら平行板部431a及び垂直板部431bに接合し各々に対して直交する補強板部431cとを備える。平行板部431aは、該第一の連結部材431をPC鋼棒2に装着したときにPC鋼棒2の伸長方向に略平行となる部位であって、PC鋼棒2に略平行に延伸する平行溝431dを切り欠いてある。平行板部431aの他端側は湾曲させ、軸孔を内包する筒状の軸受体431eを形成する。図示例では、平行板部431aの上下幅の中間に軸受体431eを設けている。垂直板部431bは、該第一の連結部材431をPC鋼棒2に装着したときにPC鋼棒2の伸長方向に略垂直となる部位であって、PC鋼棒2に略直交する方向に延伸する係止溝431fを切り欠いてある。平行溝431dと係止溝431fとは、一体的な溝穴となっている。係止溝431fの溝幅は、PC鋼棒2の径寸法に略対応する大きさに設定する。補強板部431cは、平行板部431aと垂直板部431bとがなす平面視略L字形状の内角側に接合する平面視略三角形状の薄板体である。また、平行板部431aの外表面(反補強板部431c側の面)に、突片431gを設けている。図示例では、短尺な円柱状をなし、軸受体431eの上下端近傍に取り付けてある。   As shown in FIGS. 9 to 12, the first connecting member 431 in this embodiment is bent at one end side of the parallel plate portion 431a and the parallel plate portion 431a and extends substantially perpendicular to the parallel plate portion 431a. A vertical plate portion 431b and a reinforcing plate portion 431c that is joined to the parallel plate portion 431a and the vertical plate portion 431b and orthogonal to each other are provided. The parallel plate portion 431a is a portion that is substantially parallel to the extending direction of the PC steel rod 2 when the first connecting member 431 is attached to the PC steel rod 2, and extends substantially parallel to the PC steel rod 2. The parallel groove 431d is cut out. The other end side of the parallel plate portion 431a is curved to form a cylindrical bearing body 431e including the shaft hole. In the illustrated example, a bearing body 431e is provided in the middle of the vertical width of the parallel plate portion 431a. The vertical plate portion 431b is a portion that is substantially perpendicular to the extending direction of the PC steel rod 2 when the first connecting member 431 is attached to the PC steel rod 2, and is in a direction substantially orthogonal to the PC steel rod 2. The extending locking groove 431f is cut out. The parallel groove 431d and the locking groove 431f are an integral groove hole. The groove width of the locking groove 431f is set to a size substantially corresponding to the diameter dimension of the PC steel rod 2. The reinforcing plate portion 431c is a thin plate body having a substantially triangular shape in a plan view and joined to an inner angle side of a substantially L shape in a plan view formed by the parallel plate portion 431a and the vertical plate portion 431b. Further, a projecting piece 431g is provided on the outer surface of the parallel plate portion 431a (the surface on the side opposite to the reinforcing plate portion 431c). In the illustrated example, a short columnar shape is formed and attached to the vicinity of the upper and lower ends of the bearing body 431e.

第二の連結部材432もまた、平行板部432aと、平行板部432aの一端側で屈曲し平行板部432aに対して略垂直に延伸する垂直板部432bと、これら平行板部432a及び垂直板部432bに接合し各々に対して直交する補強板部432cとを備える。平行板部432aは、該第二の連結部材432をPC鋼棒2に装着したときにPC鋼棒2の伸長方向に略平行となる部位であって、PC鋼棒2に略平行に延伸する平行溝432dを切り欠いてある。平行板部432aの他端側は湾曲させ、軸孔を内包する筒状の軸受体432eを形成する。図示例では、平行板部432aの上端近傍及び下端近傍に軸受体432eを離間させて設けている。垂直板部432bは、該第二の連結部材432をPC鋼棒2に装着したときにPC鋼棒2の伸長方向に略垂直となる部位であって、PC鋼棒2に略直交する方向に延伸する係止溝432fを切り欠いてある。平行溝432dと係止溝432fとは、一体的な溝穴となっている。係止溝432fの溝幅は、PC鋼棒2の径寸法に略対応する大きさに設定する。補強板部432cは、平行板部432aと垂直板部432bとがなす平面視略L字形状の内角側に接合する平面視略三角形状の薄板体である。また、平行板部432aの外表面に、突片432gを設けている。図示例では、短尺な円柱状をなし、上下に離間している軸受体432eの近傍に取り付けてある。突片432gは、連結部材431、432の剛性を高めるために機能する。   The second connecting member 432 also includes a parallel plate portion 432a, a vertical plate portion 432b that bends at one end side of the parallel plate portion 432a and extends substantially perpendicular to the parallel plate portion 432a, and the parallel plate portion 432a and the vertical plate portion 432a. A reinforcing plate portion 432c that is joined to the plate portion 432b and orthogonal to each other is provided. The parallel plate portion 432a is a portion that is substantially parallel to the extending direction of the PC steel rod 2 when the second connecting member 432 is attached to the PC steel rod 2, and extends substantially parallel to the PC steel rod 2. The parallel groove 432d is cut away. The other end side of the parallel plate portion 432a is curved to form a cylindrical bearing body 432e containing the shaft hole. In the illustrated example, bearing bodies 432e are provided apart from each other in the vicinity of the upper end and the lower end of the parallel plate portion 432a. The vertical plate portion 432b is a portion that is substantially perpendicular to the extending direction of the PC steel rod 2 when the second connecting member 432 is attached to the PC steel rod 2, and is in a direction substantially orthogonal to the PC steel rod 2. The extending locking groove 432f is cut out. The parallel groove 432d and the locking groove 432f are an integral groove hole. The groove width of the locking groove 432f is set to a size substantially corresponding to the diameter dimension of the PC steel rod 2. The reinforcing plate portion 432c is a thin plate body having a substantially triangular shape in plan view that is joined to an inner angle side of a substantially L shape in plan view formed by the parallel plate portion 432a and the vertical plate portion 432b. Moreover, the protrusion 432g is provided in the outer surface of the parallel plate part 432a. In the illustrated example, it is attached in the vicinity of a bearing body 432e that has a short columnar shape and is vertically spaced. The projecting piece 432g functions to increase the rigidity of the connecting members 431 and 432.

第一の連結部材431及び第二の連結部材432は、結合部材たるヒンジ軸63を介して互いに相対的に回動可能に結合する。即ち、第一の連結部材431の軸受体431eと第二の連結部材432の軸受体432eとを略重ね合わせてこれらを同心軸上に配列し、軸受体431e、432e内にヒンジ軸63を挿通することで、各連結部材431、432がヒンジ軸63回りに回動可能となる。このとき、両連結部材431、432の軸受体431e、432eは互い違いになるように配置され、一方の連結部材を他方に対して回動させても軸受体431e、432eが干渉し合うことはない。なお、本実施形態では、ヒンジ軸63を軸孔より抜脱不能としており、第一の連結部材431と第二の連結部材432とを分離させることはできない。しかしながら、上記第1実施形態と同様に、ヒンジ軸63を自由に挿脱できるものとして第一の連結部材431と第二の連結部材432とを分離可能とすることを妨げない。   The first connecting member 431 and the second connecting member 432 are coupled to each other so as to be rotatable relative to each other via a hinge shaft 63 serving as a coupling member. That is, the bearing body 431e of the first connecting member 431 and the bearing body 432e of the second connecting member 432 are substantially overlapped and arranged on a concentric shaft, and the hinge shaft 63 is inserted into the bearing bodies 431e and 432e. As a result, the connecting members 431 and 432 can rotate around the hinge shaft 63. At this time, the bearing bodies 431e and 432e of the two coupling members 431 and 432 are alternately arranged, and even if one coupling member is rotated with respect to the other, the bearing bodies 431e and 432e do not interfere with each other. . In the present embodiment, the hinge shaft 63 cannot be removed from the shaft hole, and the first connecting member 431 and the second connecting member 432 cannot be separated. However, as in the first embodiment, it is possible to separate the first connecting member 431 and the second connecting member 432 as the hinge shaft 63 can be freely inserted and removed.

本実施形態の連結具4は、後述するように、屈曲する管路の入隅側(屈曲する管路を巨視的に見たときの内方)に配される場合と出隅側(屈曲する管路を巨視的に見たときの外方)に配される場合とで使用態様が異なる。そして、保定具5も、屈曲する管路の入隅側に配される連結具4を保定するものと出隅側に配される連結具4を保定するものとでは相異なる。管路の入隅側において用いられる保定具5は、ボックスカルバート1の凹陥17の内壁面と第一の連結部材431または第二の連結部材432の外表面との間に介在させるスペーサ531、532である。本実施形態のスペーサ531、532は、各連結部材431、432の平行板部431a、432aの外表面に当接し、該連結部材431、432が管路の入隅側に変位することを抑止する。凹陥17と第一の連結部材431との間に介在させるスペーサ531、凹陥17と第二の連結部材432との間に介在させるスペーサ532はともに、平行板部431a、432aに相似する面形状をなす板状体であって、側端には突片431g、432gの少なくとも一部を収容する切欠531a、532aを形成している。   As will be described later, the connector 4 of the present embodiment is arranged on the entry corner side (inward when the bending pipeline is viewed macroscopically) and on the exit corner side (bends). The mode of use differs depending on whether the pipe is arranged macroscopically. The retainer 5 is also different from the one that retains the connector 4 disposed on the entrance corner side of the bent conduit and the one that retains the connector 4 disposed on the exit corner side. The retainer 5 used on the entrance corner side of the pipe line is a spacer 531, 532 interposed between the inner wall surface of the recess 17 of the box culvert 1 and the outer surface of the first connecting member 431 or the second connecting member 432. It is. The spacers 531 and 532 of this embodiment abut against the outer surfaces of the parallel plate portions 431a and 432a of the connecting members 431 and 432, and prevent the connecting members 431 and 432 from being displaced toward the inner corners of the pipes. . Both the spacer 531 interposed between the recess 17 and the first connecting member 431 and the spacer 532 interposed between the recess 17 and the second connecting member 432 have a surface shape similar to the parallel plate portions 431a and 432a. A notch 531a and 532a for accommodating at least a part of the protruding pieces 431g and 432g is formed on the side end of the plate-like body.

管路の出隅側において用いられる保定具5は、雄ねじ部材533と、雄ねじ部材533に螺着する雌ねじ部材534とを要素とする。雄ねじ部材は、先端部位に雄ねじを切ったボルト533であり、その軸部を第一の連結部材431または第二の連結部材432の平行溝431d、432dに挿通して頭部を平行溝431d、432dの縁端に係止させ得るものである。つまり、軸部を平行溝431dに挿通することを通じて、ボルト533を連結部材431、432に対し取着することができる。雌ねじ部材は、前記ボルト533が螺着されるインサートナット534である。インサートナット534は、ボルト533の先端部位に形成された雄ねじ533aに螺合する雌ねじ孔534aを有し、ボックスカルバート1に対して固定される。本実施形態では、ボックスカルバート1の製造時に、凹陥17に臨む所定位置に予め埋設されている。   The retainer 5 used on the exit corner side of the pipe has elements of a male screw member 533 and a female screw member 534 that is screwed to the male screw member 533. The male screw member is a bolt 533 having a male screw cut at a tip portion thereof, and the shaft portion thereof is inserted into the parallel grooves 431d and 432d of the first connecting member 431 or the second connecting member 432, and the head is connected to the parallel groove 431d. It can be locked to the edge of 432d. That is, the bolt 533 can be attached to the connecting members 431 and 432 by inserting the shaft portion into the parallel groove 431d. The female screw member is an insert nut 534 to which the bolt 533 is screwed. The insert nut 534 has a female screw hole 534 a that engages with a male screw 533 a formed at the tip portion of the bolt 533, and is fixed to the box culvert 1. In the present embodiment, at the time of manufacturing the box culvert 1, it is embedded in advance at a predetermined position facing the recess 17.

但し、連結部材431、432の平行溝431d、432dに係止される部材に雌ねじ穴を設けてこれを雌ねじ部材とし、ボックスカルバート1に埋設されるインサート部材に前記雌ねじ穴に螺合する雄ねじを設けてこれを雄ねじ部材とする態様を妨げない。この場合、雌ねじ部材がボックスカルバート1に固定され、雄ねじ部材が連結具4に取着されることとなる。   However, a female screw hole is provided in a member locked to the parallel grooves 431d and 432d of the connecting members 431 and 432, this is used as a female screw member, and a male screw screwed into the female screw hole is inserted into an insert member embedded in the box culvert 1. The aspect which is provided and used as a male screw member is not hindered. In this case, the female screw member is fixed to the box culvert 1 and the male screw member is attached to the connector 4.

本実施形態の連結装置3を用いたボックスカルバート1の連結の施工手順について述べると、新たに敷設するボックスカルバート1を基礎上に据え置き、両ボックスカルバート1の開口端面同士を近接させる。次に、既設のボックスカルバート1に配されたPC鋼棒2の端部に第一の連結部材431を装着し、新たに敷設するボックスカルバート1に配されたPC鋼棒2の端部に第二の連結部材432を装着する。本実施形態では、連結部材431、432の垂直板部431b、432bに形成された係止溝431f、432fにPC鋼棒2を外側方より挿通し、その端部にワッシャ433及びナット434を螺着することで、PC鋼棒2を連結部材431、432に対して係止する。この結果、第一の連結部材431及び第二の連結部材432が両ボックスカルバート1のPC鋼棒2を連結する状態となる。なお、図9に示しているように、ボックスカルバート1が構築する管路の入隅側においては、連結部材431、432の平行板部431a、432aの外表面が入隅側を向くように連結具4を設置する。並びに、図10に示しているように、管路の出隅側においては、連結部材431、432の平行板部431a、432aの外表面が出隅側を向くように連結具4を設置する。   The construction procedure for connecting the box culverts 1 using the connecting device 3 of the present embodiment will be described. The newly laid box culverts 1 are placed on the foundation, and the open end faces of the two box culverts 1 are brought close to each other. Next, the first connecting member 431 is attached to the end of the PC steel bar 2 disposed on the existing box culvert 1, and the first connection member 431 is attached to the end of the PC steel bar 2 disposed on the newly installed box culvert 1. The second connecting member 432 is attached. In the present embodiment, the PC steel rod 2 is inserted from the outside into the locking grooves 431f and 432f formed in the vertical plate portions 431b and 432b of the connecting members 431 and 432, and the washer 433 and the nut 434 are screwed into the end portions. By wearing, the PC steel bar 2 is locked to the connecting members 431 and 432. As a result, the first connecting member 431 and the second connecting member 432 are connected to the PC steel rods 2 of both box culverts 1. As shown in FIG. 9, at the entrance corner side of the conduit constructed by the box culvert 1, the connection members 431 and 432 are connected so that the outer surfaces of the parallel plate portions 431a and 432a face the entrance corner side. The tool 4 is installed. In addition, as shown in FIG. 10, on the exit corner side of the conduit, the connector 4 is installed so that the outer surfaces of the parallel plate portions 431 a and 432 a of the coupling members 431 and 432 face the exit corner side.

続いて、連結具4を保定する保定具5を配設する。管路の入隅側においては、ボックスカルバート1の凹陥17の内壁面と連結部材431、432の平行板部431a、432aの外表面との間にスペーサ531、532を差し入れ、平行板部431a、432aに設けられた突片431g、432gにスペーサ531、532の側端に形成された切欠531a、532aを係合させる。管路の出隅側においては、連結部材431、432の平行板部431a、432aに形成された平行溝431d、432dにワッシャ535を介してボルト533を管路の入隅側より挿通し、予めボックスカルバート1の凹陥17の内壁面に埋設されているインサートナット534の雌ねじ孔534aに螺入する。   Subsequently, a retainer 5 that retains the connector 4 is disposed. On the entrance corner side of the duct, spacers 531 and 532 are inserted between the inner wall surface of the recess 17 of the box culvert 1 and the outer surface of the parallel plate portions 431a and 432a of the connecting members 431 and 432, and the parallel plate portions 431a, 431a, The notches 531a and 532a formed at the side ends of the spacers 531 and 532 are engaged with the projecting pieces 431g and 432g provided on the 432a. On the exit corner side of the pipeline, the bolt 533 is inserted from the entrance corner side of the pipeline through the washer 535 through the parallel grooves 431d and 432d formed in the parallel plate portions 431a and 432a of the connecting members 431 and 432, The box culvert 1 is screwed into the female screw hole 534 a of the insert nut 534 embedded in the inner wall surface of the recess 17 of the box culvert 1.

しかる後、新たに敷設したボックスカルバート1の反連結端において、アンカープレート71及び定着ナット72をPC鋼棒2に仮に装着し、ジャッキを使用してPC鋼棒2を牽引し緊張力を付与する。すると、両ボックスカルバート1の相寄る開口端面同士が圧接する。同時に、両連結部材431、432には管路の入隅側に向かう方向の合力が作用するが、これら連結部材431、432はスペーサ531、532またはボルト533及びインサートナット534を介してボックスカルバート1に保定されているために管路の入隅側に向けて変位することはない。よって、連結しているPC鋼棒2の端部に曲げモーメントが作用することは回避される。PC鋼棒2に付与される緊張力が所要の大きさを超えたとき、定着ナット72を締めて緊張力が維持される状態にPC鋼棒2を定着する。以上で、ボックスカルバート1の連結工程が完了する。   Thereafter, the anchor plate 71 and the fixing nut 72 are temporarily attached to the PC steel bar 2 at the anti-connection end of the newly laid box culvert 1, and a tension is applied by pulling the PC steel bar 2 using a jack. . Then, the open end faces of the two box culverts 1 come into pressure contact with each other. At the same time, the resultant force in the direction toward the inner corner of the pipe line acts on both connecting members 431 and 432, and these connecting members 431 and 432 are connected to the box culvert 1 via spacers 531 and 532 or bolts 533 and insert nuts 534. Therefore, there is no displacement toward the inner corner of the pipe line. Therefore, it is avoided that a bending moment acts on the end part of the connected PC steel bar 2. When the tension applied to the PC steel bar 2 exceeds a required magnitude, the fixing nut 72 is tightened to fix the PC steel bar 2 in a state where the tension is maintained. Thus, the connection process of the box culvert 1 is completed.

本実施形態によれば、相対回動可能な第一の連結部材431及び第二の連結部材432を備え、第一の連結部材431を一方のボックスカルバート1のPC鋼棒2に装着し、第二の連結部材432を他方のボックスカルバート1のPC鋼棒2に装着して両PC鋼棒2を連結する連結具4と、前記連結具4が前記第一の連結部材431と前記第二の連結部材432とのなす角度を拡げるように拡開することを抑止する保定具5とを具備する連結装置3を用いることとしたため、軸線が交差する位置関係にあるPC鋼棒2同士を、その交差角度に対応して両連結部材431、432のなす角度を変更可能な連結具4を用いて連結できる。従って、斜角面18を有するボックスカルバート1等の連結に際して、これらボックスカルバート1のPC鋼棒2を適切に連結し、PC鋼棒2を牽引して所要の緊張力を付与することが可能となる。さらに、連結具4における両連結部材431、432が拡開すること、言い換えるならば連結具4が装着されているPC鋼棒2の端部が入隅側に変位することが抑止されるため、PC鋼棒2に曲げモーメントが作用してPC鋼棒2が折れ曲がる問題は回避される。総じて言えば、管路上の屈曲部位を構築するべく連結されるボックスカルバート1に適切に圧縮力を加えることができ、屈曲部位においても直線部位と同等の一体性、連続性、水密性を具現可能となる。   According to the present embodiment, the first connecting member 431 and the second connecting member 432 that are relatively rotatable are provided, the first connecting member 431 is mounted on the PC steel rod 2 of one box culvert 1, A second connecting member 432 is attached to the PC steel rod 2 of the other box culvert 1 to connect the two PC steel rods 2, and the connecting tool 4 is connected to the first connecting member 431 and the second Since the connecting device 3 including the retainer 5 that suppresses the expansion so as to widen the angle formed with the connecting member 432 is used, the PC steel bars 2 in a positional relationship where the axes intersect with each other, It can connect using the connector 4 which can change the angle which both the connection members 431 and 432 make corresponding to a crossing angle. Therefore, when connecting the box culverts 1 and the like having the oblique surfaces 18, it is possible to appropriately connect the PC steel bars 2 of the box culverts 1 and to pull the PC steel bars 2 to give the required tension. Become. Furthermore, since both the connection members 431 and 432 in the connection tool 4 are expanded, in other words, the end portion of the PC steel rod 2 to which the connection tool 4 is attached is prevented from being displaced toward the corner of entry, The problem of bending of the PC steel rod 2 due to the bending moment acting on the PC steel rod 2 is avoided. Generally speaking, a compressive force can be applied appropriately to the box culvert 1 connected to construct a bent part on a pipe line, and the same unity, continuity, and watertightness as a straight part can be realized even in a bent part. It becomes.

管路の出隅側において、前記ボルト533を前記平行溝431d、432dに挿通した状態で前記第一の連結部材431または前記第二の連結部材432に係止し、かつこのボルト533をインサートナット534を介して前記ボックスカルバート1に固定することで、該連結部材431、432が入隅側に変位することを抑止しているため、前記連結部材431、432が保定具5たるボルト533及びインサートナット534に対しPC鋼棒2の伸長方向に沿って相対的に変位することが許容される。従って、PC鋼棒2を牽引して緊張するときに保定具5が妨げとならないという有利な効用を得られる。   The bolt 533 is locked to the first connecting member 431 or the second connecting member 432 in a state where the bolt 533 is inserted into the parallel grooves 431d and 432d on the exit corner side of the pipe, and the bolt 533 is inserted into the insert nut. Since the connection members 431 and 432 are prevented from being displaced toward the inner corner side by being fixed to the box culvert 1 via 534, the connection members 431 and 432 are bolts 533 and inserts serving as the retainer 5. Relative displacement along the extending direction of the PC steel rod 2 with respect to the nut 534 is allowed. Therefore, the advantageous effect that the retainer 5 is not hindered when the PC steel rod 2 is pulled and tensioned can be obtained.

管路の入隅側において、前記ボックスカルバート1と前記第一の連結部材431または前記第二の連結部材432との間に保定具5たるスペーサ531、532を介在させて該連結部材431、432が管路の入隅側に変位することを抑止するものとしているため、簡便に連結具4の保定を行うことが可能であり、連結具4及び保定具5をボックスカルバート1に固定するための特段の処理手順を経る必要がない。   Spacers 531 and 532 serving as retainers 5 are interposed between the box culvert 1 and the first connecting member 431 or the second connecting member 432 on the entrance corner side of the pipe line. Therefore, it is possible to hold the connector 4 easily, and to fix the connector 4 and the retainer 5 to the box culvert 1. It is not necessary to go through a special processing procedure.

管路の出隅側における保定具5が、雌ねじ部材534と、前記雌ねじ部材534に螺合する雄ねじ部材533とを備えており、前記雌ねじ部材534と前記雄ねじ部材533とのうち一方を前記ボックスカルバート1に固定し、他方を前記連結具4に取着するものであるため、雄ねじ部材533と雌ねじ部材534とを分解して個別にボックスカルバート1と連結具4とに取り付け、しかる後に両者を螺合するという手順をとり得る。つまり、ボックスカルバート1の連結における施工の簡便化を図ることができる。   The retainer 5 on the exit corner side of the pipe line includes a female screw member 534 and a male screw member 533 that is screwed into the female screw member 534, and one of the female screw member 534 and the male screw member 533 is connected to the box. Since it is fixed to the culvert 1 and the other is attached to the connector 4, the male screw member 533 and the female screw member 534 are disassembled and individually attached to the box culvert 1 and the connector 4. The procedure of screwing can be taken. That is, the construction in the connection of the box culvert 1 can be simplified.

前記連結部材431、432に前記PC鋼棒2の伸長方向に略直交する方向に延伸する係止溝431f、432fを形成し、この係止溝431f、432fにPC鋼棒2を挿通して係止せしめるように構成しているため、PC鋼棒2が係止溝431f、432fに沿って相対的に変位することが許容される。よって、連結具4をPC鋼棒2に装着する際のフレキシビリティが向上する。   Locking grooves 431f and 432f extending in a direction substantially perpendicular to the extending direction of the PC steel rod 2 are formed in the connecting members 431 and 432, and the PC steel rod 2 is inserted into the locking grooves 431f and 432f. Since it is configured to be stopped, the PC steel rod 2 is allowed to be relatively displaced along the locking grooves 431f and 432f. Therefore, the flexibility at the time of attaching the connector 4 to the PC steel rod 2 is improved.

該連結装置3を使用すれば、一方のボックスカルバート1のPC鋼棒2に装着した第一の連結部材431と他方のボックスカルバート1のPC鋼棒2に装着した第二の連結部材432とを相対回動可能に結合して両PC鋼棒2を連結し、かつ、保定具5を介して前記連結具4が前記第一の連結部材431と前記第二の連結部材432とのなす角度を拡げるように拡開することを抑止したボックスカルバート1の連結構造を形成し得る。このような連結構造であれば、管路の屈曲部位において、直線部位と同等の一体性、連続性、水密性を具現可能となる。
後に両者を螺合するという手順をとり得る。つまり、ボックスカルバートの連結における施工の簡便化を図ることができる。
If the connecting device 3 is used, a first connecting member 431 attached to the PC steel rod 2 of one box culvert 1 and a second connecting member 432 attached to the PC steel rod 2 of the other box culvert 1 are provided. The two steel bars 2 are coupled so as to be relatively rotatable, and the angle between the first coupling member 431 and the second coupling member 432 is determined by the coupling tool 4 via the retainer 5. The connection structure of the box culvert 1 which restrained to expand so that it may expand can be formed. With such a connection structure, it is possible to realize the same unity, continuity, and watertightness as the straight part at the bent part of the pipe.
The procedure of screwing both together later can be taken. That is, it is possible to simplify the construction in connecting the box culverts.

また、連結用のアンボンドPC鋼棒2を埋設し、前記PC鋼棒2の端部に該当する部位に連結具2の要素である第一の連結部材431または第二の連結部材432を配置するための凹陥17を形成し、かつ、前記凹陥17に臨む所定位置に雌ねじ部材534(または、雄ねじ部材)を埋設してあるコンクリートブロック1を予め製作しておけば、管路上の屈曲部位を構築するために極めて有用となる。即ち、連結具4と係合して連結具4が拡開することを抑止する雄ねじ部材533(または、雌ねじ部材)を、既に埋設してある雌ねじ部材534(または、雄ねじ部材)に螺着して固定することができ、簡便に本実施形態の連結構造を形成することが可能となる。   Moreover, the unbonded PC steel rod 2 for connection is embedded, and the first connection member 431 or the second connection member 432 which is an element of the connector 2 is disposed in a portion corresponding to the end of the PC steel rod 2. If a concrete block 1 in which an internal thread member 534 (or an external thread member) is embedded in a predetermined position facing the recess 17 is formed in advance, a bent portion on the pipe line is constructed. It is extremely useful for doing so. That is, the male screw member 533 (or female screw member) that engages with the connector 4 and prevents the connector 4 from expanding is screwed onto the already-embedded female screw member 534 (or male screw member). It is possible to easily form the connection structure of the present embodiment.

<第4実施形態>本実施形態は、上記第3実施形態における第一の連結部材431及び第二の連結部材432を相対回動可能に結合する結合部材の態様を変更したものである。以降、第3実施形態との相異点に主眼を置いて述べる。   <Fourth Embodiment> This embodiment is a modification of the coupling member that couples the first coupling member 431 and the second coupling member 432 in the third embodiment so as to be relatively rotatable. The following description will focus on the differences from the third embodiment.

図13ないし図15に示しているように、本実施形態における第一の連結部材431では、平行板部431aの他端側に軸受体431eを設ける替わりに、平行板部431aの他端の一部をその延伸方向に沿って延出させ、延出端より上下方向に略楕円の断面形状をなすピン431hを突出させている。図示例では、上下の延出端より互いに相寄る方向に突出する一対のピン431hを設けている。第二の連結部材432でも、同じくピン432hを設けている。   As shown in FIGS. 13 to 15, in the first connecting member 431 in the present embodiment, instead of providing the bearing body 431e on the other end side of the parallel plate portion 431a, one end of the other end of the parallel plate portion 431a is provided. The part is extended along the extending direction, and a pin 431h having a substantially elliptical cross-sectional shape is protruded in the vertical direction from the extending end. In the example shown in the figure, a pair of pins 431h projecting in a direction close to each other from the upper and lower extending ends are provided. Similarly, the second connecting member 432 is also provided with a pin 432h.

しかして、第一の連結部材431のピン431hと、第二の連結部材432のピン432hとをともに挿通するように結合リング435を装着することで、第一の連結部材431及び第二の連結部材432を相対回動可能に結合するものとしている。即ち、結合リング435を装着した状態で、両ピン431h、432hは結合リング435の内周に対し摺動する。   Thus, by attaching the coupling ring 435 so that the pin 431h of the first coupling member 431 and the pin 432h of the second coupling member 432 are inserted together, the first coupling member 431 and the second coupling member 431 are mounted. The member 432 is coupled so as to be relatively rotatable. That is, both pins 431 h and 432 h slide with respect to the inner periphery of the coupling ring 435 with the coupling ring 435 attached.

結合リング435を連結部材431、432に装着するに際しては、第一の連結部材431の他端側と第二の連結部材432の他端側とを隣接させ、上下になすピン431h、432hの先端間に結合リング435を差し入れ、しかる後この結合リング435をピン431h、432hに沿って上方または下方に移動させることにより、両連結部材431、432のピン431h、432hを結合リング435内に挿通する。本実施形態では、上側のピン431h、432h、下側のピン431h、432hのそれぞれに結合リング435を装着する。さらに、ピン431h、432hと係合している上下の結合リング435間に別個の結合リング435を挿入することで、上下の結合リング435がピン431h、432hより脱離することを防止する。この結果、両連結部材431、432が結合する。   When the coupling ring 435 is attached to the connecting members 431 and 432, the other end side of the first connecting member 431 and the other end side of the second connecting member 432 are adjacent to each other, and the tips of the pins 431h and 432h formed vertically The coupling ring 435 is inserted therebetween, and then the coupling ring 435 is moved upward or downward along the pins 431h and 432h, thereby inserting the pins 431h and 432h of the coupling members 431 and 432 into the coupling ring 435. . In the present embodiment, the coupling ring 435 is attached to each of the upper pins 431h and 432h and the lower pins 431h and 432h. Further, by inserting separate coupling rings 435 between the upper and lower coupling rings 435 engaged with the pins 431h and 432h, the upper and lower coupling rings 435 are prevented from being detached from the pins 431h and 432h. As a result, both connecting members 431 and 432 are coupled.

本実施形態では、結合リング435が結合部材としての役割を担う。第3実施形態と異なり、結合部材たる結合リング435は両連結部材431、432に対して挿脱自在である。従って、第一の連結部材431と第二の連結部材432とを分離させることが可能である。   In this embodiment, the coupling ring 435 plays a role as a coupling member. Unlike the third embodiment, the coupling ring 435 which is a coupling member can be inserted into and removed from both the coupling members 431 and 432. Therefore, the first connecting member 431 and the second connecting member 432 can be separated.

その他各部の具体的態様については、上記第3実施形態と同様の構成とすることができるため、ここでは説明を省略する。   Other specific aspects of each part can be configured in the same manner as in the third embodiment, and the description thereof is omitted here.

なお、本発明は以上に詳述した実施形態に限られるものではなく、本発明の趣旨を逸脱しない範囲で種々変形が可能である。   Note that the present invention is not limited to the embodiment described in detail above, and various modifications can be made without departing from the spirit of the present invention.

本発明の適用対象となるコンクリートブロックを示す斜視図。The perspective view which shows the concrete block used as the application object of this invention. 本発明の一実施形態における連結装置を示す平断面図。The plane sectional view showing the connecting device in one embodiment of the present invention. 同正面図。The front view. 同側面図。The same side view. 同実施形態におけるコンクリートブロックの斜角面を示す平面部。The plane part which shows the bevel surface of the concrete block in the embodiment. 本発明の一実施形態における連結装置を示す平断面図。The plane sectional view showing the connecting device in one embodiment of the present invention. 図6におけるA−A線断面図。AA line sectional view in FIG. 同実施形態におけるコンクリートブロックの斜角面を示す平面部。The plane part which shows the bevel surface of the concrete block in the embodiment. 本発明の一実施形態における(管路の入隅側の)連結装置を示す平断面図。The plane sectional view showing the connecting device (at the entrance corner side of a pipe line) in one embodiment of the present invention. 同実施形態における(管路の出隅側の)連結装置を示す平断面図。The plane sectional view showing the connecting device (on the exit corner side of a pipe line) in the embodiment. 同実施形態における連結具を示す斜視図。The perspective view which shows the coupling tool in the embodiment. 同実施形態における連結具及びスペーサーを示す斜視図。The perspective view which shows the coupling tool and spacer in the embodiment. 本発明の一実施形態における連結装置を示す要部側面図。The principal part side view which shows the coupling device in one Embodiment of this invention. 同要部側面図Side view of the main part 同要部側面図。The principal part side view.

符号の説明Explanation of symbols

1…コンクリートブロック(ボックスカルバート)
2…緊張材(PC鋼棒)
3…連結装置
4…連結具
411、421、431…第一の連結部材
412、422、432…第二の連結部材
5…保定具
1. Concrete block (box culvert)
2 ... Tensile material (PC steel bar)
DESCRIPTION OF SYMBOLS 3 ... Connecting apparatus 4 ... Connecting tool 411, 421, 431 ... 1st connecting member 412, 422, 432 ... 2nd connecting member 5 ... Retaining tool

Claims (19)

緊張材が挿通または埋設されたコンクリートブロック同士を連結するために用いられるものであって、
相対回動可能な第一の連結部材及び第二の連結部材を備え、第一の連結部材を一方のコンクリートブロックの緊張材に装着し、第二の連結部材を他方のコンクリートブロックの緊張材に装着して両緊張材を連結する連結具と、
前記連結具が前記第一の連結部材と前記第二の連結部材とのなす角度を拡げるように拡開することを抑止する保定具と
を具備する連結装置。
It is used to connect concrete blocks inserted or embedded with tendons,
A first connecting member and a second connecting member which are capable of relative rotation, wherein the first connecting member is attached to a tension member of one concrete block, and the second connecting member is used as a tension member of the other concrete block; A connector for attaching and connecting both tendons;
A coupling device comprising: a retainer that prevents the coupling tool from expanding so as to widen an angle formed by the first coupling member and the second coupling member.
前記第一の連結部材と、前記第二の連結部材と、これら連結部材を相対回動可能に結合する結合部材とに分解することができる請求項1記載の連結装置。 The connecting device according to claim 1, wherein the connecting device can be disassembled into the first connecting member, the second connecting member, and a connecting member that couples the connecting members so as to be relatively rotatable. 前記保定具が前記第一の連結部材及び前記第二の連結部材を相対回動可能に結合する結合部材を前記コンクリートブロックに係留して、該結合部材が入隅側に変位することを抑止する請求項1または2記載の連結装置。 The retainer anchors a coupling member that couples the first coupling member and the second coupling member so as to be capable of relative rotation to the concrete block to prevent the coupling member from being displaced toward the corner. The coupling device according to claim 1 or 2. 前記保定具は、前記結合部材の軸心回りに回動可能である請求項3記載の連結装置。 The coupling device according to claim 3, wherein the retainer is rotatable about an axis of the coupling member. 前記保定具に雌ねじを設け、前記結合部材に前記雌ねじに螺合する雄ねじを設けており、
前記保定具を前記コンクリートブロックに固定し、しかる後前記結合部材を保定具に螺着する請求項3記載の連結装置。
The retainer is provided with a female screw, and the coupling member is provided with a male screw that is screwed into the female screw,
The connecting device according to claim 3, wherein the retainer is fixed to the concrete block, and then the coupling member is screwed to the retainer.
前記第一の連結部材または前記第二の連結部材に、前記緊張材の伸長方向に略平行に延伸する溝を形成し、
前記保定具を前記溝に挿通した状態で前記第一の連結部材または前記第二の連結部材に係止し、かつこの保定具を前記コンクリートブロックに固定することで、該連結部材が入隅側に変位することを抑止する請求項1または2記載の連結装置。
Forming a groove extending substantially parallel to an extension direction of the tendon in the first connecting member or the second connecting member;
The connecting member is locked to the first connecting member or the second connecting member in a state where the holding member is inserted into the groove, and the connecting member is fixed to the concrete block so that the connecting member is located on the corner side. The coupling device according to claim 1, wherein the displacement is suppressed.
前記保定具を前記コンクリートブロックと前記第一の連結部材または前記第二の連結部材との間に介在させて、該連結部材が入隅側に変位することを抑止する請求項1または2記載の連結装置。 The said retainer is interposed between the said concrete block and said 1st connection member or said 2nd connection member, and it suppresses that this connection member displaces to an entrance corner side. Connecting device. 前記保定具は、雌ねじ部材と、前記雌ねじ部材に螺合する雄ねじ部材とを備えており、
前記雌ねじ部材と前記雄ねじ部材とのうち一方を前記コンクリートブロックに固定し、他方を前記連結具に取着する請求項1、2、3、4または6記載の連結装置。
The retainer includes a female screw member and a male screw member screwed into the female screw member.
The connection device according to claim 1, wherein one of the female screw member and the male screw member is fixed to the concrete block, and the other is attached to the connector.
前記保定具の少なくとも一部を連結対象となる両コンクリートブロック間に配置し、前記連結具を介して連結した緊張材を緊張してコンクリートブロックの接合面同士を圧接することを通じて保定具をコンクリートブロックに固定する請求項1、2、3、4または5記載の連結装置。 At least a part of the retainer is disposed between both concrete blocks to be connected, and the retainer is connected to the concrete block by tensioning the tension material connected via the connector and pressing the joint surfaces of the concrete blocks together. The coupling device according to claim 1, 2, 3, 4 or 5. 前記連結部材に前記緊張材の伸長方向に略直交する方向に延伸する溝を形成し、この溝に緊張材を挿通して係止せしめるように構成している請求項1、2、6または7記載の連結装置。 A groove extending in a direction substantially perpendicular to the direction of extension of the tendon is formed in the connecting member, and the tendon is inserted into the groove and locked. The coupling device as described. 請求項1、2、3、4、5、6、7、8、9または10記載の連結装置を用いてなるものであって、
一方のコンクリートブロックの緊張材に装着した第一の連結部材と、他方のコンクリートブロックの緊張材に装着した第二の連結部材とを相対回動可能に結合して両緊張材を連結し、
かつ、前記連結具が前記第一の連結部材と前記第二の連結部材とのなす角度を拡げるように拡開することを抑止する保定具を配したコンクリートブロックの連結構造。
A connecting device according to claim 1, 2, 3, 4, 5, 6, 7, 8, 9 or 10,
The first connecting member attached to the tension member of one concrete block and the second connecting member attached to the tension member of the other concrete block are coupled so as to be capable of relative rotation, and the two tension members are connected.
And the connection structure of the concrete block which arranged the retainer which suppresses that the said connection tool expands so that the angle which said 1st connection member and said 2nd connection member make may be expanded.
前記第一の連結部材と前記第二の連結部材とを結合部材を介して結合し、
前記保定具により前記結合部材を前記コンクリートブロックに係留して、該結合部材が入隅側に変位することを抑止している請求項11記載のコンクリートブロックの連結構造。
The first coupling member and the second coupling member are coupled via a coupling member,
The connecting structure for a concrete block according to claim 11, wherein the connecting member is moored to the concrete block by the retainer to prevent the connecting member from being displaced toward the corner.
前記第一の連結部材または前記第二の連結部材に、前記緊張材の伸長方向に略平行に延伸する溝を形成し、
前記保定具を前記溝に挿通した状態で前記第一の連結部材または前記第二の連結部材に係止し、かつこの保定具を前記コンクリートブロックに固定することで、該連結部材が入隅側に変位することを抑止している請求項11記載のコンクリートブロックの連結構造。
Forming a groove extending substantially parallel to an extension direction of the tendon in the first connecting member or the second connecting member;
The connecting member is locked to the first connecting member or the second connecting member in a state where the holding member is inserted into the groove, and the connecting member is fixed to the concrete block so that the connecting member is located on the corner side. The concrete block connection structure according to claim 11, wherein the displacement is suppressed.
前記コンクリートブロックと前記第一の連結部材または前記第二の連結部材との間に保定具を介在させ、該連結部材が入隅側に変位することを抑止している請求項11記載のコンクリートブロックの連結構造。 The concrete block according to claim 11, wherein a retainer is interposed between the concrete block and the first connecting member or the second connecting member to prevent the connecting member from being displaced toward the corner. Connection structure. 請求項11または12記載のコンクリートブロックの連結構造に使用可能なものであって、
連結用の緊張材を埋設し、
前記緊張材の端部に該当する部位に、緊張材同士を連結する連結具の要素である第一の連結部材または第二の連結部材を配置するための凹陥を形成し、
かつ、連結時に接合される開口端面に、前記凹陥に連通する凹溝を形成してあるコンクリートブロック。
It can be used for the connecting structure of concrete blocks according to claim 11 or 12,
Burying tendons for connection,
Forming a recess for placing the first connecting member or the second connecting member, which is an element of a connecting tool for connecting the tendons together, at the portion corresponding to the end of the tendon,
And the concrete block which has formed the ditch | groove connected to the said recess in the opening end surface joined at the time of a connection.
請求項11または12記載のコンクリートブロックの連結構造に使用可能なものであって、
連結用の緊張材を埋設し、
前記緊張材の端部に該当する部位に、相対回動可能に結合する第一の連結部材または第二の連結部材を配置するための凹陥を形成し、
かつ、連結時に接合される開口端面に、前記第一の連結部材と前記第二の連結部材とが拡開することを抑止する保定具を嵌めることができる凹溝を形成してあるコンクリートブロック。
It can be used for the connecting structure of concrete blocks according to claim 11 or 12,
Burying tendons for connection,
Forming a recess for disposing the first connecting member or the second connecting member that is coupled so as to be relatively rotatable at a portion corresponding to the end of the tendon;
And the concrete block which has formed the ditch | groove which can hold | maintain the retainer which suppresses that the said 1st connection member and said 2nd connection member expand on the opening end surface joined at the time of connection.
請求項11または12記載のコンクリートブロックの連結構造に使用可能なものであって、
連結用の緊張材を埋設し、
前記緊張材の端部に該当する部位に、結合部材を介して相対回動可能に結合する第一の連結部材または第二の連結部材を配置するための凹陥を形成し、
かつ、連結時に接合される開口端面に、前記結合部材と螺合して該結合部材を係留する保定具を嵌めることができる凹溝を形成してあるコンクリートブロック。
It can be used for the connecting structure of concrete blocks according to claim 11 or 12,
Burying tendons for connection,
Forming a recess for disposing a first connecting member or a second connecting member, which is connected to the end of the tendon so as to be relatively rotatable via a connecting member;
And the concrete block which has formed the ditch | groove which can hold | maintain the retainer which screwes together with the said coupling member and anchors this coupling member in the opening end surface joined at the time of a connection.
請求項11または13記載のコンクリートブロックの連結構造に使用可能なものであって、
連結用の緊張材を埋設し、
前記緊張材の端部に該当する部位に、緊張材同士を連結する連結具の要素である第一の連結部材または第二の連結部材を配置するための凹陥を形成し、
かつ、前記凹陥に臨む所定位置に、雌ねじ部材または雄ねじ部材を埋設してあるコンクリートブロック。
It can be used for the concrete block connection structure according to claim 11 or 13,
Burying tendons for connection,
Forming a recess for placing the first connecting member or the second connecting member, which is an element of a connecting tool for connecting the tendons together, at the portion corresponding to the end of the tendon,
And the concrete block which has embed | buried the internal thread member or the external thread member in the predetermined position which faces the said recess.
請求項11または13記載のコンクリートブロックの連結構造に使用可能なものであって、
連結用の緊張材を埋設し、
前記緊張材の端部に該当する部位に、相対回動可能に結合する第一の連結部材と第二の連結部材とのうち一方を配設する凹陥を形成し、
かつ、前記凹陥に臨む所定位置に、雌ねじ部材とこれに螺合する雄ねじ部材とを組み合わせてなり前記第一の連結部材と前記第二の連結部材とが拡開することを抑止する保定具の雌ねじ部材または雄ねじ部材を埋設してあるコンクリートブロック。
It can be used for the concrete block connection structure according to claim 11 or 13,
Burying tendons for connection,
In a portion corresponding to the end portion of the tendon, a recess is provided to dispose one of the first connecting member and the second connecting member that are coupled so as to be relatively rotatable.
And a restraining device that prevents the first connecting member and the second connecting member from spreading out by combining a female screw member and a male screw member screwed into the female screw member at a predetermined position facing the recess. A concrete block in which a female screw member or a male screw member is embedded.
JP2004202210A 2004-07-08 2004-07-08 Connecting device, connecting structure of concrete block, and concrete block usable for connecting structure Expired - Fee Related JP3839031B2 (en)

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