JP3548788B2 - Precast concrete member connection device - Google Patents

Precast concrete member connection device Download PDF

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JP3548788B2
JP3548788B2 JP2001161724A JP2001161724A JP3548788B2 JP 3548788 B2 JP3548788 B2 JP 3548788B2 JP 2001161724 A JP2001161724 A JP 2001161724A JP 2001161724 A JP2001161724 A JP 2001161724A JP 3548788 B2 JP3548788 B2 JP 3548788B2
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Prior art keywords
convex
fitting
precast concrete
pin
retaining
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JP2002357087A (en
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憲治 野田
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興建産業株式会社
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Description

【0001】
【発明の属する技術分野】
本発明は、シールドトンネルのセグメント、ボックスカルバート或いはU字溝用コンクリートブロック等のプレキャストコンクリート部材間を結合させるためのプレキャストコンクリート部材間結合装置に関する。
【0002】
【従来の技術】
従来、弧状をしたプレキャストコンクリート製セグメントを使用したシールドトンネルの覆工組み立てに際し、セグメントの幅方向側接合面間、即ちリング間接合面間の結合方法として、互いに接合される接合面の一方に連結ピンを突設し、他方の面にピン嵌合孔を開口させておき、両接合面を接合させる際に、連結ピンをピン嵌合孔に挿入することによりセグメント相互間を位置決めさせるとともにセグメンによるトリング形状を維持させるようにした方法が開発されている(例えば、特開平4−213697号公報、特表平10−510019号公報、特開平10−259695号公報)。
【0003】
これらの従来のプレキャストコンクリート部材間結合装置は、先端が先細り状に成形された連結ピンを、開口部がテーパ状に拡開したピン嵌合孔に挿入させることによりプレキャストコンクリート部材間の相対位置関係を調整し、また、ピン嵌合孔に連結ピンを圧入させるようにし、連結ピン引き抜き抵抗力によって外れ止めしている。
【0004】
【発明が解決しようとする課題】
上述の如き従来のプレキャストコンクリート部材間結合装置は、互いに接合したプレキャストコンクリート部材間の外れ止めを、ピン嵌合孔内に圧入された嵌合ピン部の引き抜き抵抗によって受け持たせているため、嵌合ピン部の引き抜き方向の外力によって容易に外れるものであり、シールドトンネルやボックスカルバート、U字溝等の地中構造物実施した場合、地盤沈下等の地盤変動が生じた際に容易に外れ、目的とした地中構造物の機能が損なわれるという問題があった。
【0005】
本発明は、このような従来の問題に鑑み、シールドトンネル用セグメント、ボックスカルバート、U字溝用ブロック等のプレキャストコンクリート部材間の接合が作業性良く簡単にでき、しかも一旦結合させた後は、それ自体が破損されない限り外れることのないプレキャストコンクリート部材間結合装置の提供を目的としてなされたものである。
【0006】
上述の如き従来の問題を解決し所期の目的を達成するための本発明の特徴は、シールドトンネル用セグメントその他のプレキャストコンクリート部材の部材間接合面の一方側に合成樹脂製の凸型連緒具を突設するとともに他方側に前記凸型連結具が嵌り合う合成樹脂製の凹型連緒具を埋設させ、前記凹型連結具と凸型連結具とを互いに嵌合させて前記プレキャストコンクリート部材間を連結させるプレキャストコンクリート部材間結合装置において、
前記凸型連結具は、基端側が一方のプレキャストコンクリート部材内に埋設されて先端側が部材間接合面から突出され、先端面にピン嵌合孔を有する嵌合凸部と、該嵌合凸部の先端部外面に基端側が支持され、先端側が嵌合突部基端外側に向けて斜めに突出させた弾性片と、該弾性片の先端に形成された抜け止め用係止面とを備え、
前記凹型連結具は、他方のプレキャストコンクリート部材の部材間接合面に開口させて埋設された筒状部と、該筒状部の開口部内周面に、前記抜け止め用係止面が当接される係止用張り出し部と、前記筒状部内底部から開口部側に突出され、前記ピン嵌合孔に嵌合される嵌合ピンとを備え、
前記凸型連結具を凹型連結具内に挿入することにより前記弾性片先端の抜け止め係止面が係止用張り出し部の内側に入り込んで抜け止めされるようにしたことにある。
【0007】
尚、凹型連結金具の筒状部及び嵌合ピンを共に円形に成形するとともに、凸型連結具の嵌合突部を三角形以上の多角形状に成形し、該多角形状の各辺毎に弾性片を備えること、及び、一方のプレキャストコンクリート部材の部材間接合面に、凸型連結具を必要時に装着可能な凸型連結具支持部材を傭え、必要時に凸型連緒具を装着可能にすることが好ましく、この場合、凸型連結具支持部材としてプレキャストコンクリート部材の部材間接合面に開口させて埋設された筒状部と、該筒状部の開口部内周面に、前記抜け止め用係止面が当接される係止用張り出し部と、前記筒状部内底部から開口部側に突出され、前記ピン嵌合孔に嵌合される嵌合ピンとを備えた凹型連結具を使用し、両端側に対称配置に先端面にピン嵌合孔を有する嵌合凸部と、該嵌合凸部の先端部外面に基端側が支持され、先端側が嵌合突部基端外側に向けて斜めに突出させた弾性片と、該弾性片の先端に形成された抜け止め用係止面とを備えた凸型連結部材を使用し、必要時に該凸型連結部材の一端を凸型連結支持部材としての凹型連結部材に挿入して装着させるようにすることが好ましい。
【0008】
【発明の実施の形態】
次に本発明の実施の形態を図面について説明する。
【0009】
図1〜図8は本発明の第一実施例を示しており、同図において、符号1は互いに連結しようとするプレキャストコンクリート部材(以下PCa部材と記す)であり、a,bは両部材の部材間接合面である。一方の部材間接合面aには凸型連結具2が、他方の部材間接合面bには凹型連結具3が設置され、両連結具2,3を互いに嵌合させることによって両部材1,1が離脱不能に結合されるようになっている。
【0010】
凸型連結具2は、全体がガラス繊維入りの強化合成樹脂材によって筒型に成形された嵌合突部21を有しており、この嵌合突部21が一方の部材間接合面aから突出されている。嵌合突部21は基端側が部材間接合面内に埋設され、その基端部にはフランジ22一体に備えられている。
【0011】
嵌合突部21は中空の3角筒状に成形されており、その三角の各辺に相当する面毎に、嵌合突部21の先端部外面に支持させて弾性片23が一体に成形されている。このり弾性片23は、基端が筒状部21に支持され、先端側が嵌合突部21の基端側外方に向けて斜めに突出されており、その先端に肉厚の係止部24が一体に成形され、その先端が平らな係止面25となっている。
【0012】
嵌合突部21はその中空部がピン嵌合孔26となっており、先端面に開口されている。
【0013】
凹型連結具3は、凸型連結具2と同様に全体がガラス繊維入りの強化合成樹脂材をもって成形され、他方のプレキャストコンクリート部材の部材間接合面bに開口させて埋設された筒状部31を有している。この筒状部31の開口部内周面に、リング状配置に係止用張り出し部32が一体成形されている。このリング状張り出し部32の内周先端側は開口側が拡開したテーパ面33となっている。
【0014】
筒状部31の基端側外周にはフランジ34が一体成形されており、その基端側開口部内に、放射状配置のリブ35,35……を介して嵌合ピン36が一体に備えられている。この嵌合ピン36は筒状部32の中心部にその開口部に達する長さに突出されている。嵌合ピン36の先端外周は先細りにテーパ面37となっている。
【0015】
嵌合ピン36は、図2中仮線で示すように、前述した凸型連結具2のピン嵌合孔26に整合する程度の太さに成形されており、また、筒状部先端の張り出し部32内の開口に嵌合突部21が容易に挿入される大きさに両者の径が選定されている。
【0016】
そしてこの凸型連結具2の嵌合突部21を凹型連結具3の筒状部31内に挿入することにより、嵌合筒部21のピン嵌合孔26に凹型連結具3の嵌合ピン36が嵌合されて両者の軸心方向の位置決めがなされ、更に挿入することにより弾性片23が張り出し部32の内周縁によって中心方向に弾性的に押し込まれ、弾性片23の先端の係止部24が張り出し部32より奥側に入り込むことにより、弾性片23は自らの弾性によって元の位置に広がり、係止面25が張り出し部32の奥側面に対向配置となって凸型連結具2が抜け出し不能となり、弾性片23の長手方向のせん断応力が抜け出し抵抗力となる。
【0017】
上述の実施例では凸型連結具2をPCa部材1に固定的に埋設した場合について示しているが、この他、凸型連結具をPCa部材接合作業時に装着できるようにしてもよい。
【0018】
図9、凸型連結具を必要時に取り外し不能に装着できるようにした場合を示しており、この例では、図1に示した凸型連結具2の部材間接合面aからの突出部分と同一の形状を両端側に対象配置に備えた凸型連結具4を使用している。即ち、両端側に対称配置に先端面にピン嵌合孔26を有する嵌合凸部21と、該嵌合凸部21の先端部外面に基端側が支持され、先端側が嵌合突部基端外側に向けて斜めに突出させた弾性片23と、該弾性片23の先端に形成された抜け止め用係止面25とを備えた凸型連結部材4を使用するとともに、凸型連結具支持部材として部材間接合面aに開口させて前述した凹型連結具3を使用し、その筒状部31の開口部を部材間接合面aに露出させて埋設している。
【0019】
そして、PCa部材1,1の接合に先立ち、一方の凹型連結具2に凸型連結具4一端側を圧入することによって一方の部材間接合面a又はbに取り外し不能に装着し、この状態で前述と同様にPCa部材1,1間を接合させる。なお、前述の例と同一部分には同一符号を付して重複説明を省略する。
【0020】
【発明の効果】
上述のように、本発明に係るプレキャストコンクリート部材間結合装置は、凸型連結具は、基端側が一方のプレキャストコンクリート部材内に埋設されて先端側を部材間接合面から突出され、先端面にピン嵌合孔を有する嵌合凸部と、該嵌合凸部の先端部外面に基端側が支持され、先端側が嵌合突部基端外側に向けて斜めに突出させた弾性片と、該弾性片の先端に形成された抜け止め用係止面とを備え、前記凹型連結具は、他方のプレキャストコンクリート部材の部材間接合面に開口させて埋設された筒状部と、該筒状部の開口部内周面に、前記抜け止め用係止面が当接される係止用張り出し部と、前記筒状部内定部から開口部側に突出され、前記ピン嵌合孔に嵌合される嵌合ピンとを備え、前記凸型連結具を凹型連結具内に挿入することにより前記弾性片先端の抜け止め係止面が係止用張り出し部の内側に入り込んで抜け止めされるようにしたことにより、凸型連結具を凹型連結具に圧入しつつ部材間接合面を互いに接合させることによって、凸型連結具が凹型連結具に対して抜け出し不能に嵌合され、その際の抜け出し抵抗は、係止用頭部の縦方向のせん断応力によって受け持たれるため、強力な連結状態が得られる。
【0021】
また、本発明は、凹型連結金具の筒状部及び嵌合ピンを共に円形に成形するとともに、凸型連結具の嵌合突部を三角形以上の多角形状に成形し、該多角形状の各辺毎に弾性片をそなえることにより、凸型連結具と凹型連結具は、その軸心方向を一致させるのみで嵌合を可能にしていると同時に、抜け止め用弾性片を平らな板状とすることができることとなり、抜け止め用弾性片の柔軟性を大きくでき、連結時の圧入が小さい力で容易に行える。
【0022】
更に、一方のプレキャストコンクリート部材の部材間接合面に、凸型連結具を必要時に装着可能な凸型連結具支持部材を備え、必要時に凸型連結具を装着可能にすることにより、プレキャストコンクリート部材の接合面に常時凸型連結具が突出していないこととなり、ストックヤードでのストック時や施工現場への搬送時における凸型連結具の損傷が防止される。
【0023】
更に、凸型連結具支持部材としてプレキャストコンクリート部材の部材間接合面に開口させて埋設された筒状部と、該筒状部の開口部内周面に、前記抜け止め用係止面が当接される係止用張り出し部と、前記筒状部内定部から開口部側に突出され、前記ピン嵌合孔に嵌合される嵌合ピンとを備えた凹型連結具を使用し、両端側に対称配置に先端面にピン嵌合孔を有する嵌合凸部と、該嵌合凸部の先端部外面に基端側が支持され、先端側が嵌合突部基端外側に向けて斜めに突出させた弾性片と、該弾性片の先端に形成された抜け止め用係止面とを備えた凸型連結部材を使用し、必要時に該凸型連結部材の一端を凸型連結支持部材としての凹型連結部材に挿入して装着させるようにすることにより、部品の種類を増加させることなく、凸型連結具のワンタッチ取り付け可能となり、ストックヤードでのストック時や施工現場への搬送時における凸型連結具の損傷が防止が容易となる。
【図面の簡単な説明】
【図1】本発明の第一実施例を示す縦断面図である。
【図2】図1に示す装置における凸型連結具を示す正面図である
【図3】同背面図である。
【図4】同側面図である。
【図5】同縦断面図である。
【図6】図1に示す装置における凹型連結具を示す正面図である。
【図7】同背面図である。
【図8】同縦断面図である。
【図9】本発明の第二実施例を示す縦断面図である。
【符号の説明】
a,b 部材間接合面
1 プレキャストコンクリート部材
2、4凸型連結具
3 凹型連結具
21 嵌合突部
22 フランジ
23 弾性片
24 係止部
25 係止面
26 ピン嵌合孔
31 筒状部
32 係止用張り出し部
33 テーパ面
34 フランジ
35 リブ
36 嵌合ピン
[0001]
TECHNICAL FIELD OF THE INVENTION
The present invention relates to a precast concrete member connecting device for connecting precast concrete members such as a shield tunnel segment, a box culvert or a U-shaped groove concrete block.
[0002]
[Prior art]
Conventionally, when lining and assembling a shield tunnel using arc-shaped precast concrete segments, as a method of joining between the joining surfaces on the width direction side of the segments, that is, the joining surface between the rings, it is connected to one of the joining surfaces joined to each other. A pin is protruded and a pin fitting hole is opened on the other surface, and when joining both joining surfaces, the connecting pin is inserted into the pin fitting hole to position the segments with each other. Methods for maintaining the tring shape have been developed (for example, JP-A-4-213697, JP-T10-510019, and JP-A-10-259699).
[0003]
These conventional connecting devices between precast concrete members have a relative positional relationship between the precast concrete members by inserting a connecting pin having a tapered tip into a pin fitting hole whose opening is tapered. In addition, the connecting pin is pressed into the pin fitting hole, and is prevented from coming off by the pulling resistance of the connecting pin.
[0004]
[Problems to be solved by the invention]
In the conventional connecting device between precast concrete members as described above, the retaining between the precast concrete members joined to each other is supported by the pull-out resistance of the fitting pin portion press-fitted into the pin fitting hole. It easily comes off due to the external force in the pulling direction of the mating pin part, and when underground structures such as shield tunnels, box culverts, U-shaped grooves are implemented, it easily comes off when ground deformation such as ground subsidence occurs, There was a problem that the function of the intended underground structure was impaired.
[0005]
The present invention has been made in view of such conventional problems, and enables easy joining of precast concrete members such as shield tunnel segments, box culverts, and U-shaped groove blocks with good workability. An object of the present invention is to provide a connecting device between precast concrete members which does not come off unless it is damaged.
[0006]
The feature of the present invention for solving the conventional problems as described above and achieving the intended object is that a synthetic resin-made convex coupling is provided on one side of a joining surface between shield tunnel segments and other precast concrete members. And a concave connecting member made of a synthetic resin in which the convex connecting member is fitted on the other side, and the concave connecting member and the convex connecting member are fitted to each other so that the precast concrete member is inserted. In the joining device between precast concrete members for connecting
The convex coupling is base end is embedded in the one of the precast concrete member protrudes from the distal end side is member between joint surfaces, a fitting convex portion having a pin fitting hole to the tip surface, the fitting convex An elastic piece whose base end is supported by the outer surface of the distal end of the portion and whose distal end is projected obliquely toward the outer side of the base end of the fitting projection, and a retaining locking surface formed at the distal end of the elastic piece. Prepare,
The concave coupling device is configured such that the retaining surface for retaining is brought into contact with a tubular portion which is buried by being opened at a joint surface between members of the other precast concrete member, and an inner peripheral surface of an opening of the tubular portion. and the locking protruding portion that, protrudes into the opening side from the tubular portion inner bottom portion, and a fitting pin to be fitted into the pin fitting hole,
By inserting the convex coupler into the concave coupler, the retaining surface at the tip of the elastic piece enters the inside of the locking projection and is retained.
[0007]
In addition, the cylindrical portion and the fitting pin of the concave connection metal fitting are both formed in a circular shape, and the fitting projection of the convex connection metal fitting is formed in a polygonal shape of a triangle or more, and an elastic piece is provided for each side of the polygonal shape. Rukoto equipped with, and, in the inter-member bonding surface of one of the precast concrete parts, the possible convex connector support member mounted convex coupling when needed Yatoe, requires convex communication Itoguchigu can be mounted at In this case, it is preferable that, in this case, the tubular portion buried by being opened at the joint surface between the members of the precast concrete member as the convex connecting member support member, and the inner peripheral surface of the opening of the tubular portion, a locking protruding portion locking surface is abutting, is protruded on the opening side from the tubular portion inner bottom portion, using the concave connector having a mating pin fitted to the pin fitting hole And a fitting projection having a pin fitting hole on the tip end surface in a symmetrical arrangement on both end sides. An elastic piece whose base end is supported on the outer surface of the distal end portion of the fitting projection and whose distal end projects obliquely outward of the base end of the fitting projection, and a retaining member formed at the distal end of the elastic piece. It is preferable that a convex connecting member having a stop surface is used, and one end of the convex connecting member is inserted into a concave connecting member as a convex connecting support member and mounted when necessary.
[0008]
BEST MODE FOR CARRYING OUT THE INVENTION
Next, embodiments of the present invention will be described with reference to the drawings.
[0009]
1 to 8 show a first embodiment of the present invention, in which reference numeral 1 denotes a precast concrete member (hereinafter, referred to as a PCa member) to be connected to each other, and a and b denote both members. It is a joining surface between members. A convex connector 2 is installed on one member joint surface a, and a concave connector 3 is installed on the other member joint surface b. 1 are permanently connected.
[0010]
The convex connector 2 has a fitting projection 21 entirely formed into a cylindrical shape from a reinforced synthetic resin material containing glass fiber. It is protruding. The fitting protrusion 21 has its base end buried in the joint surface between the members, and is provided integrally with the flange 22 at its base end.
[0011]
The fitting protrusion 21 is formed in a hollow triangular cylindrical shape, and the elastic piece 23 is integrally formed on each surface corresponding to each side of the triangle by being supported by the outer surface of the distal end of the fitting protrusion 21. Have been. The base end of the resilient piece 23 is supported by the cylindrical portion 21, and the distal end side is projected obliquely outward toward the base end side of the fitting projection 21. 24 are integrally formed, and the leading end forms a flat locking surface 25.
[0012]
The hollow of the fitting projection 21 is a pin fitting hole 26, and is opened at the tip end surface.
[0013]
Like the convex connector 2, the concave connector 3 is entirely formed of a reinforced synthetic resin material containing glass fiber, and is opened and buried in the inter-member joint surface b of the other precast concrete member. have. On the inner peripheral surface of the opening of the cylindrical portion 31, a locking projection 32 is integrally formed in a ring-like arrangement. The inner peripheral tip side of the ring-shaped projection 32 is a tapered surface 33 whose opening side is expanded.
[0014]
A flange 34 is formed integrally with the outer periphery of the base end side of the tubular portion 31. A fitting pin 36 is integrally provided in the base end side opening through radially arranged ribs 35, 35,. I have. The fitting pin 36 protrudes from the center of the cylindrical portion 32 to reach the opening. The outer periphery of the tip of the fitting pin 36 is tapered to form a tapered surface 37.
[0015]
The fitting pin 36 is formed so as to have a thickness matching the pin fitting hole 26 of the above-mentioned convex connector 2 as indicated by a phantom line in FIG. The diameters of both are selected so that the fitting projection 21 can be easily inserted into the opening in the portion 32.
[0016]
By inserting the fitting projection 21 of the convex connector 2 into the cylindrical portion 31 of the concave connector 3, the fitting pin of the concave connector 3 is inserted into the pin fitting hole 26 of the fitting cylinder 21. The elastic piece 23 is elastically pushed in the center direction by the inner peripheral edge of the protruding portion 32, and the locking portion at the tip of the elastic piece 23 is inserted. The elastic piece 23 expands to its original position due to its own elasticity when the 24 enters the back side of the overhang portion 32, and the locking surface 25 faces the back side surface of the overhang portion 32, so that the convex connector 2 is It becomes impossible to escape, and the shearing stress in the longitudinal direction of the elastic piece 23 becomes the escape resistance.
[0017]
In the above-described embodiment, the case where the convex connector 2 is fixedly embedded in the PCa member 1 is shown. However, the convex connector may be attached at the time of the PCa member joining operation.
[0018]
FIG. 9 shows a case in which the convex connector can be attached so that it cannot be detached when necessary. In this example, the projecting portion is the same as the projecting portion of the convex connector 2 shown in FIG. Is used in the object arrangement at both ends. That is, a fitting convex portion 21 having pin fitting holes 26 on the distal end surface symmetrically disposed at both end sides, a base end side supported by the outer surface of the distal end portion of the fitting convex portion 21, and the distal end side being a fitting projection base end A convex connecting member 4 having an elastic piece 23 projecting obliquely outward and a retaining locking surface 25 formed at the tip of the elastic piece 23 is used. The above-mentioned concave connector 3 is used as a member and opened to the inter-member joint surface a, and the opening of the cylindrical portion 31 is exposed and embedded in the inter-member joint surface a.
[0019]
Prior to joining the PCa members 1, 1, one end of the convex connector 4 is press-fitted into one concave connector 2 so as to be non-removably attached to the one member joining surface a or b. The PCa members 1 and 1 are joined in the same manner as described above. The same parts as those in the above-described example are denoted by the same reference numerals, and redundant description will be omitted.
[0020]
【The invention's effect】
As described above, in the connecting device between precast concrete members according to the present invention, the convex coupler has a base end side embedded in one of the precast concrete members and a distal end side protruding from the joining surface between the members, and has a distal end surface. A fitting protrusion having a pin fitting hole, an elastic piece having a base end supported on an outer surface of a distal end portion of the fitting protrusion and having a distal end projecting obliquely toward the outside of the base of the fitting protrusion; A retaining portion formed at a tip end of the elastic piece, wherein the concave connecting member is formed by opening and burying a tubular portion which is opened at a joining surface between members of the other precast concrete member; A protrusion extending from an inner peripheral surface of the opening to which the locking surface for retaining comes into contact, and protruding from the fixed portion of the cylindrical portion toward the opening, and fitted into the pin fitting hole. A mating pin, and inserting the convex connector into the concave connector. The retaining locking surface at the tip of the elastic piece enters the inside of the locking projection and is prevented from falling off, so that the member-to-member joining surfaces can be joined together while pressing the convex coupling into the concave coupling. By joining, the convex coupling is fitted to the concave coupling so that it cannot come out, and the resistance at that time is taken up by the longitudinal shear stress of the locking head, so that a strong connection is made. The state is obtained.
[0021]
Further, the present invention also provides that the cylindrical portion and the fitting pin of the concave connection fitting are both formed in a circular shape, and the fitting projection of the convex connection tool is formed in a polygonal shape of a triangle or more, and each side of the polygonal shape is formed. By providing an elastic piece for each, the convex connector and the concave connector can be fitted only by matching their axial directions, and at the same time, the retainer elastic piece is made into a flat plate shape. As a result, the flexibility of the retaining elastic piece can be increased, and press-fitting at the time of connection can be easily performed with a small force.
[0022]
Furthermore, a precast concrete member is provided on a joint surface between the members of one precast concrete member by providing a convex connector support member capable of mounting a convex connector when necessary, and by allowing the convex connector to be mounted when necessary. The convex connecting member does not always protrude from the joining surface of the, and the damage of the convex connecting member at the time of stocking at the stock yard or transporting to the construction site is prevented.
[0023]
Further, the cylindrical portion buried by being opened at the joint surface between the members of the precast concrete member as the convex connecting member support member, and the retaining surface for retaining comes into contact with the inner peripheral surface of the opening of the cylindrical portion. Symmetrical to both ends using a recessed connecting tool having a locking overhang portion and a fitting pin projected from the fixed portion of the cylindrical portion toward the opening and fitted into the pin fitting hole. A fitting convex portion having a pin fitting hole on the distal end surface in the arrangement, a base end side is supported on the outer surface of the distal end portion of the fitting convex portion, and the distal end side is projected obliquely toward the outer side of the fitting protrusion base end. A convex connecting member having an elastic piece and a retaining surface formed at the tip of the elastic piece is used. When necessary, one end of the convex connecting member is concavely connected as a convex connecting support member. The convex connector can be inserted into the member and mounted without increasing the types of parts. Enabling one-touch attachment, damage convex coupling during transport to the stock at or construction sites in stockyard is easily prevented.
[Brief description of the drawings]
FIG. 1 is a longitudinal sectional view showing a first embodiment of the present invention.
2 is a front view showing a convex connector in the apparatus shown in FIG. 1; FIG. 3 is a rear view of the same.
FIG. 4 is a side view of the same.
FIG. 5 is a longitudinal sectional view of the same.
FIG. 6 is a front view showing a concave connector in the device shown in FIG. 1;
FIG. 7 is a rear view of the same.
FIG. 8 is a longitudinal sectional view of the same.
FIG. 9 is a longitudinal sectional view showing a second embodiment of the present invention.
[Explanation of symbols]
a, b Joint surface between members 1 Precast concrete member 2, 4 convex connecting member 3 Recessed connecting member 21 Fitting protrusion 22 Flange 23 Elastic piece 24 Locking portion 25 Locking surface 26 Pin fitting hole 31 Cylindrical portion 32 Locking projection 33 Taper surface 34 Flange 35 Rib 36 Fitting pin

Claims (4)

シールドトンネル用セグメントその他のプレキャストコンクリート部材の部材間接合面の一方側に合成樹脂製の凸型連緒具を突設するとともに他方側に前記凸型連結具が嵌り合う合成樹脂製の凹型連緒具を埋設させ、前記凹型連結具と凸型連結具とを互いに嵌合させて前記プレキャストコンクリート部材間を連結させるプレキャストコンクリート部材間結合装置において、
前記凸型連結具は、基端側が一方のプレキャストコンクリート部材内に埋設されて先端側が部材間接合面から突出され、先端面にピン嵌合孔を有する嵌合凸部と、該嵌合凸部の先端部外面に基端側が支持され、先端側が嵌合突部基端外側に向けて斜めに突出させた弾性片と、該弾性片の先端に形成された抜け止め用係止面とを備え、
前記凹型連結具は、他方のプレキャストコンクリート部材の部材間接合面に開口させて埋設された筒状部と、該筒状部の開口部内周面に、前記抜け止め用係止面が当接される係止用張り出し部と、前記筒状部内底部から開口部側に突出され、前記ピン嵌合孔に嵌合される嵌合ピンとを備え、
前記凸型連結具を凹型連結具内に挿入することにより前記弾性片先端の抜け止め係止面が係止用張り出し部の内側に入り込んで抜け止めされるようにしたことを特徴としてなるプレキャストコンクリート部材間結合装置。
A synthetic resin convex connecting member is provided on one side of a joint surface between the shield tunnel segment and other precast concrete members, and the convex connecting member is fitted on the other side. In the precast concrete member coupling device to bury the tool, the concave connector and the convex connector are fitted to each other to connect between the precast concrete members,
The convex coupling is base end is embedded in the one of the precast concrete member protrudes from the distal end side is member between joint surfaces, a fitting convex portion having a pin fitting hole to the tip surface, the fitting convex An elastic piece whose base end is supported by the outer surface of the distal end of the portion and whose distal end is projected obliquely toward the outer side of the base end of the fitting projection, and a retaining locking surface formed at the distal end of the elastic piece. Prepare
The concave coupling device is configured such that the retaining surface for retaining is brought into contact with a tubular portion which is buried by being opened at a joint surface between members of the other precast concrete member, and an inner peripheral surface of an opening of the tubular portion. and the locking protruding portion that, protrudes into the opening side from the tubular portion inner bottom portion, and a fitting pin to be fitted into the pin fitting hole,
A precast concrete characterized in that by inserting the convex connector into the concave connector, the retaining locking surface at the tip of the elastic piece enters the inside of the locking projection and is prevented from falling off. Device for connecting members.
凹型連結金具の筒状部及び嵌合ピンを共に円形に成形するとともに、凸型連結具の嵌合突部を三角形以上の多角形状に成形し、該多角形状の各辺毎に弾性片を備えてなる請求項1に記載のプレキャストコンクリート部材間結合装置。The cylindrical portion and the fitting pin of the concave connection fitting are both formed in a circular shape, and the fitting projection of the convex connection tool is formed in a polygonal shape of a triangle or more, and an elastic piece is provided for each side of the polygonal shape. The apparatus for joining precast concrete members according to claim 1, comprising: 一方のプレキャストコンクリート部材の部材間接合面に、凸型連結具を必要時に装着可能な凸型連結具支持部材を傭え、必要時に凸型連緒具を装着可能にしてなる請求項1又は2に記載のプレキャストコンクリート部材間結合装置。3. A convex connector supporting member capable of mounting a convex connector when necessary on a joint surface between members of one of the precast concrete members, and a convex connector can be mounted when necessary. 4. The connecting device between precast concrete members according to claim 1. 凸型連結具支持部材としてプレキャストコンクリート部材の部材間接合面に開口させて埋設された筒状部と、該筒状部の開口部内周面に、前記抜け止め用係止面が当接される係止用張り出し部と、前記筒状部内底部から開口部側に突出され、前記ピン嵌合孔に嵌合される嵌合ピンとを備えた凹型連結具を使用し、両端側に対称配置に先端面にピン嵌合孔を有する嵌合凸部と、該嵌合凸部の先端部外面に基端側が支持され、先端側が嵌合突部基端外側に向けて斜めに突出させた弾性片と、該弾性片の先端に形成された抜け止め用係止面とを備えた凸型連結部材を使用し、必要時に該凸型連結部材の一端を凸型連結支持部材としての凹型連結部材に挿入して装着させるようにしてなる請求項3に記載のプレキャストコンクリート部材間結合装置。The retaining portion for retaining is brought into contact with a tubular portion that is buried by being opened at the joint surface between the members of the precast concrete member as a convex connecting member support member, and the inner peripheral surface of the opening portion of the tubular portion. a locking protruding portion, it is protruded on the opening side from the tubular portion inner bottom portion, using the concave connector having a mating pin fitted to the pin fitting hole, symmetrically arranged on both end sides A fitting convex portion having a pin fitting hole on the distal end surface, and an elastic piece whose base end is supported on the outer surface of the distal end portion of the fitting convex portion, and the distal end side of which protrudes obliquely toward the base end of the fitting protrusion. And a convex connecting member having a retaining surface for retaining formed at the tip of the elastic piece, and when necessary, one end of the convex connecting member is used as a concave connecting member as a convex connecting support member. 4. The connecting device between precast concrete members according to claim 3, wherein the device is inserted and mounted.
JP2001161724A 2001-05-30 2001-05-30 Precast concrete member connection device Expired - Fee Related JP3548788B2 (en)

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