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JP4184984B2 - Concrete member, its joining structure and positioning member - Google Patents
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JP4184984B2 - Concrete member, its joining structure and positioning member - Google Patents

Concrete member, its joining structure and positioning member Download PDF

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JP4184984B2
JP4184984B2 JP2004001466A JP2004001466A JP4184984B2 JP 4184984 B2 JP4184984 B2 JP 4184984B2 JP 2004001466 A JP2004001466 A JP 2004001466A JP 2004001466 A JP2004001466 A JP 2004001466A JP 4184984 B2 JP4184984 B2 JP 4184984B2
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positioning member
concrete
recess
positioning
side surfaces
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JP2005194760A (en
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克利 植竹
昇治 川島
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Smcコンクリート株式会社
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Description

本発明は、相互に連結して筒状の構築物を構築するために用いられるコンクリート部材、その接合構造および位置決め部材に関する。 The present invention relates to a concrete member , a joint structure thereof, and a positioning member that are used to connect each other to construct a cylindrical structure .

例えば、地下鉄用のトンネル等として用いるシールドトンネル覆工体は、シールド掘削機の後方において、円弧板状のコンクリート製のセグメントを筒状に組み立てたリング状のセグメント組立体を、軸線方向に順次連結して構成する。セグメントの組立精度を向上させ、組立作業を迅速化するために、セグメントどうしの接合面間に位置決め手段を設ける場合がある。このような位置決め手段としては、セグメントの接合面の一方に凸部を形成し、他方に凹部を形成する方法がある。   For example, a shield tunnel lining body used as a tunnel for a subway, etc. is connected in the axial direction to a ring-shaped segment assembly in which arc-shaped concrete segments are assembled into a cylindrical shape behind a shield excavator. And configure. In order to improve the assembly accuracy of the segments and speed up the assembly work, a positioning means may be provided between the joint surfaces of the segments. As such positioning means, there is a method in which a convex portion is formed on one of the joining surfaces of the segments and a concave portion is formed on the other.

しかしながら、あらかじめセグメント自体に凹凸を形成する場合、セグメント製作時に、型枠面に凹部を形成するので、加工コストが増大する。また、位置決め手段に不具合が有る場合や、位置決め手段自体が施工上の障害になることが分かった場合に対応が難しく、施工が遅延する。さらに、運搬や施工箇所への移動時において突起側部分が他の部材等に接触して損傷する危険性も有る。そこで、特許文献1に示すように、セグメントの両接合面に断面が半円形状の溝を形成し、その間に、それらの溝に嵌合する金属製の球や棒状の位置決め部材を、接着剤を用いて取り付ける方法が提案されている。   However, when unevenness is formed in advance on the segment itself, a recess is formed on the mold surface when the segment is manufactured, which increases the processing cost. Further, when there is a problem with the positioning means or when it is found that the positioning means itself becomes an obstacle in construction, it is difficult to cope with it, and construction is delayed. Furthermore, there is also a risk that the projection side portion may come into contact with other members or the like during transportation or movement to a construction site and be damaged. Therefore, as shown in Patent Document 1, grooves having a semicircular cross section are formed on both joint surfaces of the segment, and a metal ball or rod-like positioning member fitted in these grooves is used as an adhesive. There has been proposed a method of mounting using the.

特開2002−54398号公報JP 2002-54398 A

上述したように、位置決め部材の取り付けは、突起側部分が他の箇所に接触することを回避し、また、その位置が適合していることを確認するために、セグメントの結合を行う直前に行うことが望ましい。しかしながら、上記のような従来の技術においては、接着剤を用いて取り付けているので、位置決め部材の位置決め機能を確保するためには、接着剤が硬化するまで施工を待たなければならず、作業能率が落ちてしまう。また、一旦接着した後に、施工に支障を来すことが判明した場合等は、これを除去するために工事が遅延するなどの弊害がある。   As described above, the positioning member is attached immediately before joining the segments in order to avoid the projection side portion from coming into contact with another portion and to confirm that the position is matched. It is desirable. However, since the conventional technology as described above is attached using an adhesive, in order to secure the positioning function of the positioning member, it is necessary to wait for the construction to cure until the adhesive is cured. Will fall. Further, when it is found that the construction is hindered after the bonding, there is a problem that the construction is delayed in order to remove this.

本発明は、前記事情に鑑みて為されたもので、位置決め部材の取付が容易であり、取付後も必要に応じて取り外すことができるような自由度の高いコンクリート部材、その接合構造および位置決め部材を提供することを目的とする。 The present invention has been made in view of the above circumstances, and it is easy to mount a positioning member, and a highly flexible concrete member that can be removed as needed after mounting , its joining structure, and positioning member. The purpose is to provide.

請求項1に記載のコンクリート部材は、側面間に位置決め部材を介在させた状態で、前記側面どうしを突き合わせて接合されるコンクリート部材であって、
前記側面に取付部と凹部を有し、
前記取付部は前記位置決め部材の一端側の係合部と着脱自在に係合し、前記凹部は前記位置決め部材の他端側に形成された凸部に嵌合する形状を有し、
前記取付部は、前記係合部と弾性的に嵌合して抜け止め構造を形成する、
ことを特徴とする。
The concrete member according to claim 1 is a concrete member joined by abutting the side surfaces with a positioning member interposed between the side surfaces,
A mounting portion and a recess on the side surface;
The mounting portion engages detachably with engaging portion at one end of the positioning member, the recess have a shape that fits to the convex portion formed at the other end of the positioning member,
The attachment portion is elastically fitted to the engagement portion to form a retaining structure.
It is characterized by that.

請求項2に記載のコンクリート部材の接合構造は、一対のコンクリート部材の互いの側面間に位置決め部材を介在させた状態で、前記側面どうしを突き合わせて構成されたコンクリート部材の接合構造であって、
前記位置決め部材は一端側の係合部と他端側の凸部とを有し、
前記側面の一方には、前記係合部と着脱自在に係合する取付部が設けられ、
前記側面の他方には、前記位置決め部材の凸部に嵌合する凹部が形成され
前記係合部は、前記取付部と弾性的に嵌合して抜け止め構造を形成している、
ことを特徴とする。
The joint structure of a concrete member according to claim 2 is a joint structure of a concrete member configured by abutting the side surfaces with a positioning member interposed between the side surfaces of a pair of concrete members,
The positioning member has an engaging portion on one end side and a convex portion on the other end side,
One of the side surfaces is provided with an attachment portion that is detachably engaged with the engagement portion,
On the other of the side surfaces, a recess is formed that fits into the protrusion of the positioning member ,
The engagement portion is elastically fitted to the attachment portion to form a retaining structure,
It is characterized by that.

請求項3に記載の位置決め部材は、側面の一部に取付部を有するとともに他の一部に凹部を有するコンクリート部材の互いの側面間に介在して、前記側面どうしを突き合わせる際の位置決めを行う位置決め部材であって、
端側の係合部を介して前記取付部に着脱自在に係合するとともに、他端側に形成された凸部が前記凹部に嵌合するようになっており、
前記係合部は、前記取付部と弾性的に嵌合して抜け止め構造を形成する、
ことを特徴とする。
The positioning member according to claim 3 is interposed between the side surfaces of the concrete member having a mounting portion on a part of the side surface and a recess on the other part, and positioning when the side surfaces are abutted with each other. A positioning member to perform,
Thereby releasably engage the mounting portion through the engagement portions on one end side, a convex portion formed on the other end side is adapted to fit into the recess,
The engagement portion is elastically fitted to the attachment portion to form a retaining structure.
It is characterized by that.

位置決め部材は、樹脂、セラミックス、金属またはこれらの複合素材等の種々の素材から作製することができる。これにより、それぞれの素材の特徴を備えた位置決め部材による位置決め作用が発揮される。また、異なる素材や形状、寸法の位置決め部材を用意しておくことにより、状況に応じた特徴を有する位置決め部材を適宜に選択して用いることができる。   The positioning member can be made from various materials such as resin, ceramics, metal, or a composite material thereof. Thereby, the positioning effect | action by the positioning member provided with the characteristic of each raw material is exhibited. In addition, by preparing positioning members having different materials, shapes, and dimensions, positioning members having characteristics according to the situation can be appropriately selected and used.

請求項1ないし請求項3に記載の発明によれば、位置決め部材をコンクリート部材の結合を行う直前にコンクリート部材に、迅速に、容易にかつ確実に取り付けることができる。したがって、位置決め部材の取付のために作業能率が落ちることがなく、搬送や位置調整の際に位置決め用の突起が他の部材と衝突したり、施工の支障を来すような事態も回避することができる。位置決め部材が確実に固定されるので、位置決め機能を充分に発揮させることができ、また、一旦取り付けた後に、施工に支障を来すことが判明した場合でも、位置決め部材を容易に除去することができ、工事を円滑に進行させることができる。   According to the first to third aspects of the invention, the positioning member can be quickly and easily and surely attached to the concrete member immediately before the concrete member is joined. Therefore, work efficiency will not be reduced due to the mounting of the positioning member, and it will be possible to avoid situations where positioning protrusions collide with other members or cause trouble in construction during transport and position adjustment. Can do. Since the positioning member is securely fixed, the positioning function can be fully exerted, and the positioning member can be easily removed even if it is found that the installation will be hindered after being attached once. Yes, the construction can proceed smoothly.

以下、図面を参照してこの発明の実施の形態を説明する。
図1は、本発明の実施の形態のコンクリート部材であるコンクリートセグメントを用いて構築されるシールドトンネル覆工体を抗口側から見た斜視図である。このシールドトンネル覆工体は、周方向に5分割された円弧板状のコンクリートセグメント1a、1b、1c、1d、1eが環状に組み立てられた組立体2が軸線方向に多数配列された構成となっている。なお、3は、組立体2を軸方向に連結するための継手である。
Embodiments of the present invention will be described below with reference to the drawings.
FIG. 1 is a perspective view of a shield tunnel lining body constructed using a concrete segment, which is a concrete member according to an embodiment of the present invention, as seen from the entrance side. This shield tunnel lining body has a configuration in which a large number of assemblies 2 in which arc-shaped plate-like concrete segments 1a, 1b, 1c, 1d, and 1e that are divided into five in the circumferential direction are annularly assembled are arranged in the axial direction. ing. Reference numeral 3 denotes a joint for connecting the assembly 2 in the axial direction.

これらのコンクリートセグメント1a、1b、1c、1d、1e(以下、区別する必要が無い場合には1と略す。)のうち、4つのコンクリートセグメント1a、1b、1c、1dは中心角が約84°の大型コンクリートセグメントとなっており、一つのコンクリートセグメント1eは中心角が24°の小型コンクリートセグメントであり、これらは径方向に順次連結されている。小型コンクリートセグメント1eは最終組み立てコンクリートセグメントとなっており、他の大型コンクリートセグメント1a、1b、1c、1dを建て込んだ後に、切羽側から軸線方向に移動させて取り付けられ、5つのコンクリートセグメントが円形に閉合される。小型コンクリートセグメント1eは抗口側の幅が切羽側より狭くなっており、取り付けの際に、コンクリートセグメント1a、1dの隙間を押し広げるくさび作用をする。   Of these concrete segments 1a, 1b, 1c, 1d and 1e (hereinafter abbreviated as 1 when it is not necessary to distinguish), the four concrete segments 1a, 1b, 1c and 1d have a central angle of about 84 °. One concrete segment 1e is a small concrete segment having a central angle of 24 °, and these are sequentially connected in the radial direction. The small concrete segment 1e is a final assembled concrete segment. After the other large concrete segments 1a, 1b, 1c, and 1d are built, the small concrete segment 1e is attached by moving in the axial direction from the face side. Closed. The small concrete segment 1e has a narrower width on the side of the face than the face side, and has a wedge action to push the gap between the concrete segments 1a and 1d when attached.

各コンクリートセグメント1には、図2に示すように、これらを連結して管体とするための接合面(側面)10a,10b,10cを有している。これらの接合面10a,10b,10cは、外周側に浅い溝が形成されたほぼ平坦な面であり、方向の両端部には、図3に示すように、台形断面を有する軸方向溝である第1の凹所12および第2の凹所14が形成されている。これら第1の凹所12および第2の凹所14は、各セグメント1が連結される際に、接合面10a,10b,10cにおいて互いに対向する位置に形成されている。第1の凹所12は第2の凹所14より短く形成され、一方、第2の凹所14は、軸方向の端面に開口している。 As shown in FIG. 2, each concrete segment 1 has joint surfaces (side surfaces) 10a, 10b, and 10c for connecting them into a tubular body. These joint surfaces 10a, 10b, and 10c are substantially flat surfaces having shallow grooves formed on the outer peripheral side. At both ends in the radial direction, axial grooves having a trapezoidal cross section are provided as shown in FIG. A first recess 12 and a second recess 14 are formed. The first recess 12 and the second recess 14 are formed at positions facing each other on the joint surfaces 10a, 10b, and 10c when the segments 1 are connected. The first recess 12 is formed shorter than the second recess 14, while the second recess 14 is open at the end face in the axial direction.

図4に示すように、セグメント1の接合面10a,10b,10cの間には、第1の凹所12および第2の凹所14によって形成される空間に、位置決め部材16が取り付けられている。位置決め部材16は、この実施の形態では、樹脂(ABS樹脂)で構成されているが、セラミックス、金属等の適宜の素材から作製することができる。位置決め部材16は、図5に示すように、第1の凹所12に嵌合して取り付けられる角錐台状の埋設部(第2の凸部)18と、第2の凹所14に嵌合する角錐台状の露出部(第1の凸部)20とが、それぞれの角錐台の底面において結合された断面六角形状をしている。この実施の形態では、埋設部18の底面より露出部20の底面の方が幅が大きくなっており、したがって、図6(c)に示すように、幅方向外側に張出部22が形成されている。   As shown in FIG. 4, a positioning member 16 is attached between the joint surfaces 10 a, 10 b, and 10 c of the segment 1 in a space formed by the first recess 12 and the second recess 14. . In this embodiment, the positioning member 16 is made of resin (ABS resin), but can be made of an appropriate material such as ceramic or metal. As shown in FIG. 5, the positioning member 16 is fitted to the second recess 14 and the truncated pyramid-shaped embedded portion (second projection) 18 that is fitted and attached to the first recess 12. The pyramidal frustum-shaped exposed portion (first convex portion) 20 has a hexagonal cross section that is coupled on the bottom surface of each frustum. In this embodiment, the width of the bottom surface of the exposed portion 20 is larger than the bottom surface of the embedded portion 18, so that the overhang portion 22 is formed on the outer side in the width direction as shown in FIG. ing.

第1の凹所12と埋設部(第2の凸部)18は、それぞれの斜面12a,12b(図3参照)および斜面18a,18b(図5参照)がそれぞれ同じ傾斜角度であり、同様に、第2の凹所14と露出部(第1の凸部)20は、それぞれの斜面14aおよび斜面20aがそれぞれ同じ傾斜角度である。したがって、第1の凹所12と埋設部(第2の凸部)18は斜面12a,12b、18a,18bにおいて面接触し、同様に、第2の凹所14と露出部(第1の凸部)20は、斜面14a、20aにおいて面接触する。なお、露出部20には、その長手方向の端面にも面取りのために斜面20b、20bが形成されており、これは、第2の凹所14への挿入を容易にするとともに、施工時の他の部分との衝突を回避させる。斜面20b、20bを形成するか否か、あるいはその傾斜角度等は適宜に設定することができる。   In the first recess 12 and the embedded portion (second convex portion) 18, the slopes 12 a and 12 b (see FIG. 3) and the slopes 18 a and 18 b (see FIG. 5) have the same inclination angle, and similarly In the second recess 14 and the exposed portion (first convex portion) 20, the slope 14a and the slope 20a have the same inclination angle. Therefore, the first recess 12 and the embedded portion (second convex portion) 18 are in surface contact with each other on the slopes 12a, 12b, 18a, 18b, and similarly, the second concave portion 14 and the exposed portion (first convex portion). Part) 20 is in surface contact with the slopes 14a, 20a. The exposed portion 20 is also formed with slopes 20b, 20b for chamfering on the end face in the longitudinal direction, which facilitates insertion into the second recess 14 and also during construction. Avoid collisions with other parts. Whether or not to form the inclined surfaces 20b, 20b, or the inclination angle thereof can be appropriately set.

第1の凹所12と位置決め部材16の間には、位置決め部材16をセグメント1に着脱自在に取り付けるための構造が設けられている。すなわち、埋設部18には、角錐台の頂面側から突出する筒状の係合部24が設けられ、第1の凹所12の底部には、この係合部24を受容するための治具26が埋設されている。係合部24は、この実施の形態では、位置決め部材16と一体に形成されているが、筒状の別部材を本体に埋設することによって形成してもよい。係合部24は、周方向に分割されたすり割状に形成され、各突片24a,24aの先端面は滑らかに形成されており、また先端側の外周面には周方向に延びる突条25が形成されている。   A structure for detachably attaching the positioning member 16 to the segment 1 is provided between the first recess 12 and the positioning member 16. That is, the embedded portion 18 is provided with a cylindrical engaging portion 24 that protrudes from the top surface side of the truncated pyramid, and the bottom of the first recess 12 is a jig for receiving the engaging portion 24. A tool 26 is embedded. In this embodiment, the engaging portion 24 is formed integrally with the positioning member 16, but may be formed by embedding another cylindrical member in the main body. The engaging portion 24 is formed in a slit shape that is divided in the circumferential direction, the tip surfaces of the projecting pieces 24a, 24a are formed smoothly, and the projecting ridge extending in the circumferential direction on the outer peripheral surface on the tip side. 25 is formed.

治具26は、この実施の形態ではABS樹脂から形成されているが、金属、セラミックス等の適宜の素材で形成することができる。治具26は、外端側の大径部27と、大径部27からセグメント1の内に延びる小径部28と、その端部の大径板状のアンカー部29とを有する。大径部27は、内径が係合部24の外径と同程度に設定され、内面には、係合部24の突条25に対応する周方向溝30が形成されている。小径部28の内面には、雌ねじ31が形成されており、これには、セグメント1の製造時に、コンクリート注入用型枠に治具26を固定するために用いられる。すなわち、この雌ねじ31には、型枠に一端が固定された棒状部材(図示せず)の他端側の雄ねじが螺合する。棒状部材は、セグメント1が固化した後に螺合を解くことにより、セグメント1中に埋設された大径部27から除去される。この際の連れ回りを防ぐために、小径部28の外形には平坦面32が形成されている。 The jig 26 is made of ABS resin in this embodiment, but can be made of an appropriate material such as metal or ceramics. Jig 26 has a large diameter portion 27 of the outer end, a small-diameter portion 28 extending from the large diameter portion 27 on the inner portion of the segment 1, a large径板shaped anchor portion 29 of the end portion. The large diameter portion 27 has an inner diameter set to be approximately the same as the outer diameter of the engaging portion 24, and a circumferential groove 30 corresponding to the protrusion 25 of the engaging portion 24 is formed on the inner surface. An internal thread 31 is formed on the inner surface of the small-diameter portion 28 and is used to fix the jig 26 to the concrete pouring mold when the segment 1 is manufactured. That is, a male screw on the other end side of a rod-like member (not shown) whose one end is fixed to the mold is screwed into the female screw 31. The rod-shaped member is removed from the large-diameter portion 27 embedded in the segment 1 by unscrewing after the segment 1 is solidified. In order to prevent the accompanying rotation at this time, a flat surface 32 is formed on the outer shape of the small diameter portion 28.

以上のように構成されたコンクリートセグメント1どうしを接合する際の手順を、図1および図2を参照して説明する。シールドトンネル覆工体を組み立てる場合、例えば大型コンクリートセグメント1cを最初に据え付け、次に、これに隣接する大型コンクリートセグメント1bをウインチ等で吊り、位置合わせをしながら接合面10a,10b,10cどうしを近接させる。そして、コンクリートセグメント1c、1bの接合面10a,10b,10cの凹所12,14の位置が適合し、位置決め部材16が施工に支障を来さないことを確認した後に、位置決め部材16を各セグメント1c、1bの対向する側面の第1の凹所12に取り付ける。   A procedure for joining the concrete segments 1 configured as described above will be described with reference to FIGS. 1 and 2. When assembling the shield tunnel lining body, for example, the large concrete segment 1c is first installed, and then the large concrete segment 1b adjacent thereto is hung with a winch or the like, and the joint surfaces 10a, 10b, 10c are aligned while being aligned. Close. Then, after confirming that the positions of the recesses 12 and 14 of the joint surfaces 10a, 10b and 10c of the concrete segments 1c and 1b are matched and the positioning member 16 does not hinder the construction, the positioning member 16 is moved to each segment. It attaches to the 1st recess 12 of the side surface which 1c and 1b oppose.

位置決め部材16を第1の凹所12に取り付けるには、互いの長手方向を合せた状態で埋設部18側を第1の凹所12に向けて押し込む。これにより、埋設部18と第1の凹所12の斜面18a,18b、12a,12bどうしの摺動によって互いの芯出しが行われ、係合部24の先端が治具26の大径部27に臨む。さらに位置決め部材16を押し込むと、係合部24が大径部27の縁部によって内側に押されて縮径し、大径部27内に進入する。係合部24がさらに進入して、突条25と周方向溝30の位置が一致すると両者が嵌合して係合部24が拡径し、位置決め部材16が抜け止めされる。この状態で、位置決め部材16は、角錐台状の埋設部18の4つの斜面18a,18b、および左右の張出部22において、セグメント1側の面と面接触している。   In order to attach the positioning member 16 to the first recess 12, the embedded portion 18 side is pushed toward the first recess 12 in a state where the longitudinal directions thereof are aligned. As a result, mutual centering is performed by sliding between the embedded portion 18 and the slopes 18 a, 18 b, 12 a, 12 b of the first recess 12, and the distal end of the engaging portion 24 is the large-diameter portion 27 of the jig 26. To face. When the positioning member 16 is further pushed in, the engaging portion 24 is pushed inward by the edge of the large diameter portion 27 to reduce the diameter, and enters the large diameter portion 27. When the engaging portion 24 further enters and the positions of the protrusion 25 and the circumferential groove 30 coincide with each other, they are fitted to expand the engaging portion 24 to prevent the positioning member 16 from coming off. In this state, the positioning member 16 is in surface contact with the surface on the segment 1 side at the four inclined surfaces 18 a and 18 b of the truncated pyramid-shaped embedded portion 18 and the left and right protruding portions 22.

次に、セグメント1c、1bを誘導して近接させ、接合面10a,10b,10c間に必要なシール材等を配した後、それぞれに取り付けられた位置決め部材16の露出部20を、それぞれ対向する接合面10a,10b,10cに形成された第2の凹所14に嵌合させる。この際、角錐台状の露出部20の2つの斜面20aと第2の凹所14の2つの斜面14aとの面接触により、2つのセグメント1の厚さ(径)方向および軸方向の位置決めがなされた状態で両者が結合される。同様の方法で、大型セグメント1a、1b、1c、1dを結合した後、小型コンクリートセグメント1eを軸方向に移動し、くさび作用によりコンクリートセグメント1a、1d間に押し込む。そして、同様に、コンクリートセグメント1eと大型セグメント1a、1dとの接合面10a,10b,10cの凹所12,14の位置が適合し、位置決め部材16が施工に支障を来さないことを確認した後に、位置決め部材16を各セグメント1e、1a、1dの対向する接合面10a,10b,10cの第1の凹所12に取り付け、同様にしてセグメント1を結合する。   Next, after the segments 1c and 1b are guided and brought close to each other, and necessary sealing materials are arranged between the joint surfaces 10a, 10b, and 10c, the exposed portions 20 of the positioning members 16 attached thereto are opposed to each other. It fits in the 2nd recessed part 14 formed in joining surface 10a, 10b, 10c. At this time, the two segments 1 are positioned in the thickness (diameter) direction and the axial direction by surface contact between the two inclined surfaces 20 a of the truncated pyramid-shaped exposed portion 20 and the two inclined surfaces 14 a of the second recess 14. In the state made, both are combined. In the same manner, after joining the large segments 1a, 1b, 1c and 1d, the small concrete segment 1e is moved in the axial direction and pushed between the concrete segments 1a and 1d by a wedge action. Similarly, it was confirmed that the positions of the recesses 12 and 14 of the joint surfaces 10a, 10b and 10c of the concrete segment 1e and the large segments 1a and 1d were matched, and the positioning member 16 did not hinder the construction. Later, the positioning member 16 is attached to the first recesses 12 of the opposing joint surfaces 10a, 10b, 10c of the segments 1e, 1a, 1d, and the segments 1 are coupled in the same manner.

この位置決め部材16はセグメント1に着脱自在に取り付けられているので、取付後にこれが施工に支障を来すことが判明した場合には、位置決め部材16を取り外すことにより、施工を進めることができる。したがって、位置決め部材16のために作業に遅滞をもたらすことがなく、作業の柔軟性が高い。   Since the positioning member 16 is detachably attached to the segment 1, when it is found that this hinders the construction after the installation, the construction can be advanced by removing the positioning member 16. Therefore, the positioning member 16 does not delay the work, and the work flexibility is high.

また、この位置決め部材16とセグメント1は、互いに相似的な角錐台形状の凸部(埋設部18および露出部20)と凹部(第1の凹所12および第2の凹所14)が相互に嵌合しているので、少なくとも角錐台形状の斜面部分どうしが確実に面接触する。したがって、曲面どうしの接触の場合のように点接触や線接触となることがなく、平面どうしの充分に大きな接触面積が得られるので、セグメント1を形成するコンクリートへの応力集中が防止され、それに起因する割れ等の発生が低減する。さらに、この実施の形態では、露出部20側の底面が埋設部18側より大きく形成されているので、位置決め部材16が張出部22においてセグメント1の端面によっても支持されており、これによって、応力集中がさらに防止されるとともに、位置決め部材16が安定に支持されて位置決め機能が強化される。   Further, the positioning member 16 and the segment 1 are similar to each other in that a truncated pyramid-shaped convex portion (the embedded portion 18 and the exposed portion 20) and a concave portion (the first concave portion 12 and the second concave portion 14) are mutually connected. Since they are fitted, at least the truncated pyramid-shaped slope portions surely come into surface contact. Therefore, point contact and line contact do not occur as in the case of contact between curved surfaces, and a sufficiently large contact area between planes can be obtained, so that stress concentration on the concrete forming the segment 1 is prevented, The occurrence of cracks and the like due to this is reduced. Furthermore, in this embodiment, since the bottom surface on the exposed portion 20 side is formed larger than the embedded portion 18 side, the positioning member 16 is also supported by the end surface of the segment 1 in the overhang portion 22, thereby Stress concentration is further prevented, and the positioning member 16 is stably supported to enhance the positioning function.

なお、位置決め部材は、樹脂、セラミックス、金属またはこれらの複合素材等の種々の素材から作製することができる。特に、異なる素材や形状、寸法の位置決め部材を予め用意しておくことにより、状況に応じた特徴を有する位置決め部材を適宜に選択して用いることができる。例えば、露出部断面の台形形状の高さのみを変更したものを用意しておき、凹所の寸法誤差に対応することもできる。   The positioning member can be made from various materials such as resin, ceramics, metal, or a composite material thereof. In particular, by preparing positioning members having different materials, shapes, and dimensions in advance, it is possible to appropriately select and use positioning members having characteristics according to the situation. For example, by changing only the height of the trapezoidal shape of the cross section of the exposed portion, it is possible to cope with the dimensional error of the recess.

以上、この発明を実施の形態に沿って説明したが、この発明はこれに限定されるものではなく、発明の趣旨に沿って改変が可能である。例えば、位置決め部材は上記の実施の形態では、同じ接合面の対の間に2つが配置されているが、1つであっても、3以上であってもよい。同様に、凹所の断面形状、係合部や取付部の具体的な構成等は適宜に選択することができる。また、実施の形態では、第1の凹所と第2の凹所を1つのセグメントの同じ接合面に配置したが、同じ接合面に一方の凹所のみを配置するようにしてもよい。   As described above, the present invention has been described according to the embodiment, but the present invention is not limited to this, and can be modified in accordance with the spirit of the invention. For example, in the above-described embodiment, two positioning members are disposed between the same pair of joint surfaces, but may be one or three or more. Similarly, the cross-sectional shape of the recess, the specific configuration of the engagement portion and the attachment portion, and the like can be selected as appropriate. In the embodiment, the first recess and the second recess are arranged on the same joint surface of one segment, but only one recess may be arranged on the same joint surface.

この発明の実施の形態に係るコンクリート部材の接合構造を有する構築物を示す斜視図である。It is a perspective view which shows the structure which has the joining structure of the concrete member which concerns on embodiment of this invention. 図1の実施の形態におけるコンクリート部材の組立体の結合の仕方を示す図である。It is a figure which shows the method of the coupling | bonding of the assembly of the concrete member in embodiment of FIG. (a)および(b)は、コンクリート部材の側面の構造を示す図であって、(a)は図2のA−A線矢視図、(b)は図2のB−B線矢視図である。(A) And (b) is a figure which shows the structure of the side surface of a concrete member, Comprising: (a) is an AA arrow directional view of FIG. 2, (b) is a BB arrow directional view of FIG. FIG. 図1の実施の形態のコンクリート部材の接合構造を示す断面図である。It is sectional drawing which shows the joining structure of the concrete member of embodiment of FIG. 位置決め部材の構造を示す図であり、(a)は側面図、(b)は底面図、(c)は正面図、(d)は平面図である。It is a figure which shows the structure of a positioning member, (a) is a side view, (b) is a bottom view, (c) is a front view, (d) is a top view. 治具の構造を示す図であり、(a)は一部を破断して示す正面図、(b)は側面図、(c)は(a)のC−C線に沿う断面図である。It is a figure which shows the structure of a jig | tool, (a) is a front view which fractures | ruptures and shows, (b) is a side view, (c) is sectional drawing which follows the CC line of (a).

符号の説明Explanation of symbols

1 コンクリート部材
10a,10b,10c 側面
14 凹部
16 位置決め部材
20 凸部
27 取付部
DESCRIPTION OF SYMBOLS 1 Concrete member 10a, 10b, 10c Side surface 14 Concave part 16 Positioning member 20 Convex part 27 Attachment part

Claims (3)

側面間に位置決め部材を介在させた状態で、前記側面どうしを突き合わせて接合されるコンクリート部材であって、
前記側面に取付部と凹部を有し、
前記取付部は前記位置決め部材の一端側の係合部と着脱自在に係合し、前記凹部は前記位置決め部材の他端側に形成された凸部に嵌合する形状を有し、
前記取付部は、前記係合部と弾性的に嵌合して抜け止め構造を形成する、
ことを特徴とするコンクリート部材。
In a state where a positioning member is interposed between the side surfaces, the concrete members are joined by abutting the side surfaces,
A mounting portion and a recess on the side surface;
The mounting portion engages detachably with engaging portion at one end of the positioning member, the recess have a shape that fits to the convex portion formed at the other end of the positioning member,
The attachment portion is elastically fitted to the engagement portion to form a retaining structure.
A concrete member characterized by that.
一対のコンクリート部材の互いの側面間に位置決め部材を介在させた状態で、前記側面どうしを突き合わせて構成されたコンクリート部材の接合構造であって、
前記位置決め部材は一端側の係合部と他端側の凸部とを有し、
前記側面の一方には、前記係合部と着脱自在に係合する取付部が設けられ、
前記側面の他方には、前記位置決め部材の凸部に嵌合する凹部が形成され
前記係合部は、前記取付部と弾性的に嵌合して抜け止め構造を形成している、
ことを特徴とするコンクリート部材の接合構造。
In a state where a positioning member is interposed between the side surfaces of a pair of concrete members, the concrete member joining structure is configured by abutting the side surfaces,
The positioning member has an engaging portion on one end side and a convex portion on the other end side,
One of the side surfaces is provided with an attachment portion that is detachably engaged with the engagement portion,
On the other of the side surfaces, a recess is formed that fits into the protrusion of the positioning member ,
The engagement portion is elastically fitted to the attachment portion to form a retaining structure,
A structure for joining concrete members characterized by the above.
側面の一部に取付部を有するとともに他の一部に凹部を有するコンクリート部材の互いの側面間に介在して、前記側面どうしを突き合わせる際の位置決めを行う位置決め部材であって、
端側の係合部を介して前記取付部に着脱自在に係合するとともに、他端側に形成された凸部が前記凹部に嵌合するようになっており、
前記係合部は、前記取付部と弾性的に嵌合して抜け止め構造を形成する、
ことを特徴とする位置決め部材。
A positioning member that interposes between the side surfaces of a concrete member that has a mounting portion on a part of the side surface and a recess on the other part, and performs positioning when abutting the side surfaces,
Thereby releasably engage the mounting portion through the engagement portions on one end side, a convex portion formed on the other end side is adapted to fit into the recess,
The engagement portion is elastically fitted to the attachment portion to form a retaining structure.
A positioning member.
JP2004001466A 2004-01-06 2004-01-06 Concrete member, its joining structure and positioning member Expired - Lifetime JP4184984B2 (en)

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JP4184984B2 true JP4184984B2 (en) 2008-11-19

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