JP3852181B2 - Joint structure of anticorrosion coated concrete structural member - Google Patents

Joint structure of anticorrosion coated concrete structural member Download PDF

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Publication number
JP3852181B2
JP3852181B2 JP26877797A JP26877797A JP3852181B2 JP 3852181 B2 JP3852181 B2 JP 3852181B2 JP 26877797 A JP26877797 A JP 26877797A JP 26877797 A JP26877797 A JP 26877797A JP 3852181 B2 JP3852181 B2 JP 3852181B2
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Japan
Prior art keywords
anticorrosion
insertion groove
neck
joint
widened
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JP26877797A
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Japanese (ja)
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JPH11107695A (en
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孝生 竪川
明彦 仲野
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Obayashi Corp
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Obayashi Corp
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Description

【0001】
【発明の属する技術分野】
本発明は、防食被覆コンクリート構造部材の目地部構造に関し、特に、表面に防食被覆層を施したコンクリート構造部材を複数連設一体化する際に採用される目地部構造に関する。
【0002】
【従来の技術】
例えば下水道などの腐食性の水に接するコンクリート構造物の防食方法としては、コンクリート表面に例えばエポキシ樹脂等の樹脂材料を塗布したり、コンクリート構造物を構成するセグメント等のプレキャスト構造部材の製造時に、コンクリートの表面部分の型枠に防食性の樹脂パネルや樹脂シートを取付けてコンクリートを打設し、あるいは打設したコンクリートの硬化後に樹脂材料を塗布したりすることによってコンクリート表面を防食被覆する方法が採用されている。
【0003】
また、現場打コンクリートによりコンクリート構造物を形成する場合においても、その表面に樹脂材料などにより防食被覆層を形成して防食する方法が採用されている。
【0004】
そして、シールドトンネルの覆工体などのコンクリート構造物は、コンクリートセグメント等のプレキャスト構造部材を複数連設一体化したり、現場打ちコンクリートを打ち継いで形成してゆくものであるため、隣接するこれらのコンクリート構造部材の接合部にもまた現場において防食被覆を施す必要が生じることになる。
【0005】
そしてかかる接合部の防食方法としては、従来より、セグメント等のコンクリート構造部材を形成した後、目地部に樹脂材料を充填する方法や、合成樹脂製の防食被覆材同士を溶接により一体化する方法などが採用されていた。
【0006】
【発明が解決しようとする課題】
しかしながら、かかる従来の防食被覆コンクリート構造部材の接合部の防食方法によれば、樹脂材料を目地部に充填すなわちコーキングする方法では、コンクリート構造部材の接合部分の清掃や乾燥に相当の時間を必要とし、また、樹脂材料が硬化するまでに長期の養生期間を必要とするとともに、コーキング作業に多くの手間を必要とするという課題があった。
【0007】
また、防食被覆材同士を溶接する方法によれば、施工現場に地下水などの水分が存在すると溶接能率が低下するとともに、必要な電源の確保などその準備や施工に多くの手間を必要とすることになるという課題があった。
【0008】
そこで、この発明は、このような従来の課題に鑑みてなされたもので、多くの時間や手間を必要とすることなく、防食被覆を施したコンクリート構造部材の接合部を容易に防食被覆することのできる、防食被覆コンクリート構造部材の目地部構造を提供することを目的とするものである。
【0009】
【課題を解決するための手段】
この発明は、かかる目的を達成するためになされたもので、その要旨は、表面に防食被覆層を施したコンクリート構造部材を複数連設一体化する際に、これの目地部に設けられる目地部構造であって、隣接するコンクリート構造部材の各端面に形成された切欠き溝を対向配置することにより前記目地部に沿って形成される、首部から肩部を介して拡幅する断面形状を有する挿入溝と、該挿入溝に挿入配置される、首部と、該首部の一方に連接する拡幅部と、前記首部の他方に連接する、前記首部から前記拡幅部側に折曲げ傾斜する一対の翼部とからなる断面形状を有する帯状弾性防食挿入部材とからなり、該帯状弾性防食挿入部材の拡幅部を前記挿入溝に挿入することにより、該拡幅部を前記挿入溝の肩部に係止するとともに、前記一対の翼部を首部を介して拡幅部側に引張ることにより、前記一対の翼部の内側面を、前記目地部を挟んだ両側の防食被覆層の表面に密着させることを特徴とする防食被覆コンクリート構造部材の目地部構造にある。
【0010】
また、この発明の目地部構造は、前記帯状弾性防食挿入部材の拡幅部を前記挿入溝に挿入する際に、前記挿入溝の中にシリコーン等のシーリング材やエポキシ樹脂等の接着剤を入れておくことが好ましい。
【0011】
ここで、上記複数連設一体化されるコンクリート構造部材としては、例えばコンクリートセグメント等のプレキャスト製のコンクリートの他、現場打ちコンクリートにおいて区画分けされて打ち継がれる、各区画毎に硬化するコンクリートをも含むものである。
【0012】
そして、この発明の目地部構造によれば、隣接するコンクリート構造部材を、その端面同士を当接させて例えばボルト接合などにより接続固定すれば、予め各コンクリート構造部材の端面縁部に形成された切欠き溝が対向配置されて、首部から肩部を介して拡幅する断面形状を有する挿入溝が、コンクリート構造部材の接合部の表面にその首部を開口させた状態で形成されることになる。
【0013】
そして、このように形成された挿入溝に対して、帯状弾性防食挿入部材を、その拡幅部を挿入溝の首部の開口に向けて配置するとともに、例えばこれをたたき込むようにして挿入溝の内部に押し込めば、帯状弾性防食挿入部材の拡幅部は、その弾性により収縮変形して挿入溝の首部を通過し、肩部より深い位置において復元して挿入溝の肩部に係止固定されるとともに、一対の翼部を首部を介して拡幅部側に引張ることにより、各翼部の内側面を、目地部を挟んだ両側の防食被覆層の表面に強固に密着させることになる。
【0014】
すなわち、この発明の防食被覆コンクリート構造部材の目地部構造によれば、隣接するコンクリート構造部材の接合部に形成された目地部としての挿入溝に、帯状弾性防食挿入部材を押し込むだけの作業により、帯状弾性防食挿入部材の翼部が防食被覆層の表面に強固に密着して、止水性及び防食性に富んだ目地部構造が当該接合部に容易に形成されることになる。
【0015】
また、帯状弾性防食挿入部材を挿入溝に挿入する際に、挿入溝にシーリング材や接着剤を入れておけば、当該目地部構造に、より確実な防食性や止水性を確保することができる。
【0016】
【発明の実施の形態】
以下、この発明の好ましい実施形態を添付図面を参照して詳細に説明する。この実施形態の防食被覆コンクリート構造部材の目地部構造は、図1(a)及び(b)に示すようなシールドトンネル50の覆工体51を構成するコンクリート構造部材としてのコンクリートセグメント10の接合部12における目地部13に設けられるものである。
【0017】
また、この実施形態によれば、シールドトンネル50は下水道用のトンネルであって腐食性の水に接するものであるため、各セグメント10の内周面を、これの製造時に予め防食性の防食被覆層23によって覆うとともに(図2参照)、複数のセグメント10を連接一体化して覆工体51を形成する際に、隣接するセグメント10間の接合部12にも高い防食性、及び止水性を付与するために、この発明の防食被覆コンクリート構造部材の目地部構造を採用したものである。
【0018】
すなわち、この実施形態の目地部構造11は、図2及び図3に示すように、隣接するセグメント10間の接合部12の目地部13に設けられるものであって、隣接するセグメント10の各端面に形成された切欠き溝14を対向配置することにより目地部13に沿って形成される、首部15から肩部16を介して拡幅する断面形状を有する挿入溝17と、この挿入溝17に挿入配置される、首部18と、この首部18の一方に連接する円形断面の拡幅部19と、首部18の他方に連接する、この首部18から拡幅部19側に折曲げ傾斜する一対の翼部20とからなる断面形状を有する帯状弾性防食挿入部材22とからなり、この帯状弾性防食挿入部材22の拡幅部19を挿入溝17に挿入することにより、この拡幅部19を挿入溝17の肩部16に係止するとともに、一対の翼部20を首部18を介して拡幅部19側に引張ることにより、各翼部20の内側面を、目地部13を挟んだ両側の防食被覆層23の表面に密着させることによって構成されている。
【0019】
ここで、コンクリートセグメント10は、予め工場等において製作型枠内にコンクリートを打設硬化させて製作される矩形円弧状のプレキャストコンクリート製のもので、セグメント10の内周面側に配置される製作型枠の表面に例えば樹脂材料からなるシート部材21を敷設配置した後にコンクリートを打設することにより、各セグメント10の内周面に容易に防食被覆層23を貼着形成することが可能である。
【0020】
また、かかる防食被覆層23を構成するシート部材21は、防食性に富んだ、ポリエチレン、ポリプロピレン等の樹脂材料からなるもので、例えばこれの裏面に多数の突起を有し、これをアンカーとしてセグメント10の内周面のコンクリート中に埋設することにより、当該内周面に防食被覆層23が強固に密着固定されることになる。
【0021】
一方、セグメント10の各端面には、各セグメント10の周方向に沿って延長する切欠き溝14がその内面側縁部に設けられているとともに、各セグメント10の端部内側の適宜箇所には、隣接するセグメント10を締結固定する際に使用するボルトボックスなどが、一般のセグメントと同様に設けられている。
【0022】
ここで、切欠き溝14は、セグメント10の製作時に箱抜き等を施して形成されるもので、セグメント10の端面と平行に切欠かれた切欠き深さの浅い平坦部25と、この平坦部25より切欠き深さが深くなった円弧部26とからなり、隣接するセグメント10の端面同士を当接させてボルト接合などにより接続固定することにより、各セグメント10の切欠き溝14が対向配置されて、首部15から肩部16を介して円形に拡幅する拡幅部27を有する断面形状の挿入溝17が、セグメント10の接合部の表面にその首部15を開口させた状態で形成されることになる。
【0023】
なお、かかる切欠き溝14の表面すなわち挿入溝17の内面には、例えばエポキシ樹脂等の防食性の高い接着剤によって予め防食被覆24を施しておく。
【0024】
一方、この実施形態の目地部構造11を構成する防食挿入部材22は、例えば高密度ポリエチレン、ポリプロピレン等の樹脂材料からなる、防食性に富むとともに弾性を有する帯状の部材であって、平板ないしはパネル状の樹脂材料を加熱加工したり溶着加工することにより、図3に示すような断面形状となるように製作されたものである。
【0025】
すなわち、この防食挿入部材22は、首部18と、この首部18の一方に連接する円形断面の拡幅部19と、首部18の他方に連接する一対の翼部20とからなる断面形状を有しており、拡幅部19は内部が空洞になっているとともに首部18の中央には隙間が形成されていて、弾性変形しやすく構成されている。また、一対の翼部20は、この首部18から各々拡幅部19側に折曲げられて傾斜した状態で首部18に連接している。
【0026】
なお、翼部20の内面側すなわち防食被覆層23と接する部分には、適宜粘着性のあるシーリング材や水膨張性のゴムが取り付けられ、防食挿入部材22を挿入溝17に挿入した際の翼部20と防食被覆層23との強固な密着性を確保して、水や腐食物質が目地部13へ侵入しようとするのを阻止するようになっている。
【0027】
また、防食挿入部材22の首部18は、挿入溝17の首部15の長さと略同一かそれよりやや長く形成されており、したがって防食挿入部材22の拡幅部19を挿入溝17の拡幅部27に押し込んだ際に、拡幅部19側に折曲げられた翼部20の内側面が、拡幅部19側に引張られて相当の押圧力でセグメント10の内周面の防食被覆層23に当接するようになっている。
【0028】
そして、この実施形態の目地部構造によれば、帯状弾性防食挿入部材22の拡幅部19を挿入溝17に挿入することによって構成される。
【0029】
すなわち、隣接するセグメント10を接続固定して形成された上述の挿入溝17に対し、防食挿入部材22を、その拡幅部19を挿入溝17の首部15の開口に沿わせるようにして配置するとともに、挿入溝17の内部に向けてたたき込めば、この防食挿入部材22は、その弾性により拡幅部19が挿入溝17の内部に容易に押し込まれた後、復元して挿入溝17の拡幅部27に嵌合するとともに、この拡幅部19は、挿入溝17の肩部16に係止固定されることになる。
【0030】
一方、防食挿入部材22の一対の翼部20は、拡幅部19側に折曲げ傾斜していることから、かかる拡幅部19の挿入溝17への係止固定により首部18を介して拡幅部19側に引張られ、これによって各翼部20の内側面が、その弾性によって目地部13を挟んだ両側の防食被覆層23の表面に強固に密着し、これにより目地部13を覆って防食被覆することになる。
【0031】
したがって、この実施形態によれば、隣接するコンクリートセグメント10の接合部12に形成された目地部13としての挿入溝17に、防食挿入部材22をたたき込んで押し込むだけの作業により、止水性、及び防食性に富んだ目地部構造11を容易に得ることができる。
【0032】
また、防食挿入部材22を挿入溝17に挿入する際に、予めこの挿入溝17にシリコーン等のシーリング材やエポキシ樹脂等の接着剤を、例えば充填するようにして入れておけば、これらによって防食挿入部材22を固めるとともに、これの拡幅部19を拘束することにより、防食挿入部材22が抜け出すのを強固に防止しつつ、より確実な防食性や止水性を確保することが可能になる。
【0033】
なお、この発明は、上記実施形態の実施の態様のものに限定されるものではなく、各請求項に記載された構成の範囲内において種々に変更して採用することができる。例えば、この発明の目地部構造は、セグメントの接合部に限定されることなく、その他のプレキァストコンクリート部材の接合部に採用することができる他、コンクリート壁やコンクリートスラブなどの現場打ちコンクリートの打継目に対しても採用することができる。
【0034】
【発明の効果】
以上詳細に説明したように、この発明の防食被覆コンクリート構造部材の目地部構造によれば、隣接するコンクリート構造部材の各端面に形成された切欠き溝を対向配置することにより前記目地部に沿って形成される、首部から肩部を介して拡幅する断面形状を有する挿入溝と、該挿入溝に挿入配置される、首部と、該首部の一方に連接する拡幅部と、前記首部の他方に連接する、前記首部から前記拡幅部側に折曲げ傾斜する一対の翼部とからなる断面形状を有する帯状弾性防食挿入部材とからなるので、この帯状弾性防食挿入部材を挿入溝に押し込むだけの作業によって、多くの時間や手間を必要とすることなく、防食被覆を施したコンクリート構造部材の接合部を容易に防食被覆することができる。
【図面の簡単な説明】
【図1】(a)及び(b)は、この発明の一実施形態に係る目地部構造を採用したシールドトンネルのセグメント覆工体を説明する、(a)は正面図、(b)は(a)をA−Aから見た内面図である。
【図2】この発明の一実施形態に係る目地部構造を示す断面図である。
【図3】この発明の一実施形態に係る目地部構造を説明する拡大断面図である。
【符号の説明】
10 セグメント(コンクリート構造部材)
11 目地部構造
12 接合部
13 目地部
14 切欠き溝
15 挿入溝の首部
16 挿入溝の肩部
17 挿入溝
18 防食挿入部材の首部
19 防食挿入部材の拡幅部
20 防食挿入部材の翼部
22 帯状弾性防食挿入部材
23 防食被覆層
25 切欠き溝の平坦部
26 切欠き溝の円弧部
27 挿入溝の拡幅部
50 シールドトンネル
[0001]
BACKGROUND OF THE INVENTION
The present invention relates to a joint structure of an anticorrosion-coated concrete structural member, and more particularly to a joint structure employed when a plurality of concrete structural members having an anticorrosion coating layer on a surface thereof are continuously integrated.
[0002]
[Prior art]
For example, as a corrosion prevention method for a concrete structure that comes into contact with corrosive water such as a sewer, a resin material such as an epoxy resin is applied to the concrete surface, or a precast structural member such as a segment constituting the concrete structure is manufactured. There is a method of anti-corrosion coating on the concrete surface by attaching a corrosion-resistant resin panel or resin sheet to the formwork of the concrete surface and placing the concrete, or by applying a resin material after the placed concrete is cured It has been adopted.
[0003]
In addition, even when a concrete structure is formed by in-situ concrete, a method for preventing corrosion by forming an anticorrosion coating layer on the surface with a resin material or the like is employed.
[0004]
A concrete structure such as a shield tunnel lining body is formed by integrating a plurality of precast structural members such as concrete segments in succession, or by casting cast-in-place concrete. The joint portion of the concrete structural member also needs to be provided with an anticorrosion coating in the field.
[0005]
And as a corrosion prevention method of such a joint, after forming a concrete structural member such as a segment, a method of filling a joint with a resin material or a method of integrating synthetic resin anticorrosion coating materials by welding Etc. were adopted.
[0006]
[Problems to be solved by the invention]
However, according to the conventional corrosion prevention method for the joint portion of the anticorrosion-coated concrete structural member, the method of filling the joint portion with the resin material, that is, caulking, requires a considerable time for cleaning and drying the joint portion of the concrete structural member. In addition, there is a problem that a long curing period is required until the resin material is cured, and a lot of labor is required for the caulking work.
[0007]
Also, according to the method of welding the anti-corrosion coating materials, if there is moisture such as ground water at the construction site, the welding efficiency is reduced, and a lot of labor is required for the preparation and construction such as securing the necessary power supply. There was a problem of becoming.
[0008]
Therefore, the present invention has been made in view of such a conventional problem, and can easily apply a corrosion-proof coating to a joint portion of a concrete structural member subjected to a corrosion-proof coating without requiring much time and labor. An object of the present invention is to provide a joint structure for an anticorrosion-coated concrete structural member.
[0009]
[Means for Solving the Problems]
The present invention has been made in order to achieve such an object, and the gist of the present invention is a joint portion provided at a joint portion when a plurality of concrete structural members each having a corrosion-resistant coating layer on the surface are continuously integrated. An insertion having a cross-sectional shape which is formed along the joint portion by disposing a notch groove formed on each end face of an adjacent concrete structural member so as to widen from the neck portion through the shoulder portion. A groove, a neck inserted in the insertion groove, a widened portion connected to one of the necks, and a pair of wings connected to the other of the necks and bent and inclined from the neck to the widened portion side A band-shaped elastic anticorrosion insertion member having a cross-sectional shape consisting of: and inserting the widened portion of the band-shaped elastic anticorrosion insertion member into the insertion groove, thereby locking the widened portion to the shoulder of the insertion groove. The pair of wings Of the anticorrosion-coated concrete structural member, wherein the inner side surfaces of the pair of wing portions are brought into close contact with the surfaces of the anticorrosion coating layers on both sides of the joint portion by pulling the wide wall portion through the neck portion. It has a joint structure.
[0010]
The joint structure according to the present invention includes a sealing material such as silicone or an adhesive such as epoxy resin in the insertion groove when the widened portion of the band-like elastic anticorrosion insertion member is inserted into the insertion groove. It is preferable to keep it.
[0011]
Here, as the above-mentioned concrete structural members that are continuously integrated, for example, in addition to precast concrete such as a concrete segment, concrete that hardens in each section that is divided and cast in the cast-in-place concrete is also included. Is included.
[0012]
And according to the joint part structure of this invention, if the end surfaces of the adjacent concrete structural members are brought into contact with each other and connected and fixed, for example, by bolting or the like, the edge portions of the concrete structural members are formed in advance. An insertion groove having a cross-sectional shape in which the notch groove is disposed to face and widen from the neck portion through the shoulder portion is formed in a state where the neck portion is opened on the surface of the joint portion of the concrete structural member.
[0013]
And with respect to the insertion groove formed in this way, the band-shaped elastic anticorrosion insertion member is disposed with its widened portion facing the opening of the neck portion of the insertion groove, and for example, it is inserted into the insertion groove so as to be struck. If pushed in, the widened portion of the belt-like elastic anticorrosive insertion member shrinks and deforms due to its elasticity, passes through the neck of the insertion groove, is restored at a position deeper than the shoulder, and is locked and fixed to the shoulder of the insertion groove, By pulling the pair of wing parts to the widened part side through the neck parts, the inner side surfaces of the wing parts are firmly adhered to the surfaces of the anticorrosion coating layers on both sides of the joint part.
[0014]
That is, according to the joint structure of the anticorrosion-coated concrete structural member of the present invention, by simply pushing the band-shaped elastic anticorrosive insertion member into the insertion groove as the joint formed in the joint portion of the adjacent concrete structural member, The wing portion of the belt-like elastic anticorrosive insertion member is firmly adhered to the surface of the anticorrosion coating layer, and a joint structure having high water-stopping and anticorrosion properties is easily formed at the joint.
[0015]
In addition, when a band-like elastic anticorrosive insertion member is inserted into the insertion groove, if a sealing material or an adhesive is put in the insertion groove, more reliable anticorrosion properties and water-stopping properties can be secured in the joint structure. .
[0016]
DETAILED DESCRIPTION OF THE INVENTION
Hereinafter, preferred embodiments of the present invention will be described in detail with reference to the accompanying drawings. The joint structure of the anticorrosion-coated concrete structural member of this embodiment is a joint portion of the concrete segment 10 as a concrete structural member constituting the covering body 51 of the shield tunnel 50 as shown in FIGS. 1 (a) and 1 (b). 12 is provided in the joint portion 13.
[0017]
Moreover, according to this embodiment, since the shield tunnel 50 is a sewer tunnel and is in contact with corrosive water, the inner peripheral surface of each segment 10 is previously provided with an anticorrosive anticorrosion coating at the time of production. While covering with the layer 23 (refer FIG. 2), when the several segment 10 is connected and integrated and forms the covering body 51, it also provides high anti-corrosion property and water stop property also to the junction part 12 between the adjacent segments 10. FIG. Therefore, the joint structure of the anticorrosion-coated concrete structural member of the present invention is employed.
[0018]
That is, the joint portion structure 11 of this embodiment is provided at the joint portion 13 of the joint portion 12 between the adjacent segments 10 as shown in FIGS. 2 and 3, and each end face of the adjacent segment 10. An insertion groove 17 having a cross-sectional shape widened from the neck portion 15 through the shoulder portion 16 formed along the joint portion 13 by disposing the notch groove 14 formed in the upper portion and the insertion portion 17 into the insertion groove 17. The neck portion 18, the widened portion 19 having a circular cross section connected to one of the neck portions 18, and the pair of wing portions 20 that are connected to the other of the neck portions 18 and bend and incline from the neck portion 18 toward the widened portion 19. The band-shaped elastic anticorrosion insertion member 22 having a cross-sectional shape is inserted into the insertion groove 17 so that the widening part 19 is inserted into the shoulder 1 of the insertion groove 17. And by pulling the pair of wing parts 20 to the widening part 19 side through the neck part 18, the inner side surface of each wing part 20 is placed on the surface of the anticorrosion coating layer 23 on both sides of the joint part 13. It is comprised by making it closely_contact | adhere.
[0019]
Here, the concrete segment 10 is made of precast concrete having a rectangular arc shape, which is manufactured by placing and hardening concrete in a manufacturing formwork in advance in a factory or the like, and is manufactured on the inner peripheral surface side of the segment 10. By placing concrete after laying and arranging a sheet member 21 made of, for example, a resin material on the surface of the mold, the anticorrosion coating layer 23 can be easily attached to the inner peripheral surface of each segment 10. .
[0020]
The sheet member 21 constituting the anticorrosion coating layer 23 is made of a resin material such as polyethylene or polypropylene, which has a high anticorrosion property. For example, the sheet member 21 has a large number of protrusions on the back surface thereof and is used as an anchor as a segment. By embedding in the concrete of the 10 inner peripheral surface, the anticorrosion coating layer 23 is firmly fixed and fixed to the inner peripheral surface.
[0021]
On the other hand, each end face of the segment 10 is provided with a notch groove 14 extending along the circumferential direction of each segment 10 at the inner edge of the inner face, and at an appropriate place inside the end of each segment 10. A bolt box used when fastening adjacent segments 10 is provided in the same manner as a general segment.
[0022]
Here, the notch groove 14 is formed by boxing or the like when the segment 10 is manufactured. The notch groove 14 is cut in parallel to the end face of the segment 10 and has a shallow notch depth portion 25 and the flat portion. 25, the notch groove 14 of each segment 10 is opposed to each other by connecting the end faces of the adjacent segments 10 to each other and fixing them by bolting or the like. Thus, the insertion groove 17 having a cross-sectional shape having a widened portion 27 that widens in a circular shape from the neck portion 15 through the shoulder portion 16 is formed in a state where the neck portion 15 is opened on the surface of the joint portion of the segment 10. become.
[0023]
In addition, the surface of the notch groove 14, that is, the inner surface of the insertion groove 17, is preliminarily coated with an anticorrosion coating 24 with a highly anticorrosive adhesive such as an epoxy resin.
[0024]
On the other hand, the anticorrosion insertion member 22 constituting the joint structure 11 of this embodiment is a strip-like member that is made of a resin material such as high-density polyethylene or polypropylene and has high anticorrosion properties and elasticity, and is a flat plate or panel. 3 is manufactured to have a cross-sectional shape as shown in FIG. 3 by subjecting the resin material to heat processing or welding processing.
[0025]
That is, the anticorrosion insertion member 22 has a cross-sectional shape including a neck portion 18, a widened portion 19 having a circular cross section connected to one of the neck portions 18, and a pair of wing portions 20 connected to the other of the neck portions 18. The widened portion 19 is hollow and has a gap at the center of the neck portion 18 so that it is easily elastically deformed. Further, the pair of wing portions 20 are connected to the neck portion 18 in a state where the pair of wing portions 20 are bent from the neck portion 18 toward the widened portion 19 side and inclined.
[0026]
Note that an adhesive sealant or water-expandable rubber is appropriately attached to the inner surface side of the wing part 20, that is, the part in contact with the anticorrosion coating layer 23, and the wing when the anticorrosion insertion member 22 is inserted into the insertion groove 17. A strong adhesion between the portion 20 and the anticorrosion coating layer 23 is ensured to prevent water and corrosive substances from entering the joint portion 13.
[0027]
Further, the neck portion 18 of the anticorrosion insertion member 22 is formed to be substantially the same as or slightly longer than the length of the neck portion 15 of the insertion groove 17, so that the widening portion 19 of the anticorrosion insertion member 22 is replaced with the widening portion 27 of the insertion groove 17. When pushed in, the inner side surface of the wing part 20 bent toward the widened portion 19 side is pulled toward the widened portion 19 side so as to come into contact with the anticorrosion coating layer 23 on the inner peripheral surface of the segment 10. It has become.
[0028]
And according to the joint part structure of this embodiment, it is comprised by inserting the widened part 19 of the strip | belt-shaped elastic corrosion-proof insertion member 22 in the insertion groove | channel 17.
[0029]
That is, with respect to the above-described insertion groove 17 formed by connecting and fixing the adjacent segments 10, the anticorrosion insertion member 22 is arranged so that the widened portion 19 is along the opening of the neck portion 15 of the insertion groove 17. If the anticorrosion insertion member 22 is swept toward the inside of the insertion groove 17, the widening portion 19 of the anticorrosion insertion member 22 is restored by being easily pushed into the insertion groove 17 due to its elasticity. The widened portion 19 is locked and fixed to the shoulder portion 16 of the insertion groove 17.
[0030]
On the other hand, since the pair of wing portions 20 of the anticorrosion insertion member 22 is bent and inclined toward the widening portion 19, the widening portion 19 is secured via the neck portion 18 by locking the widening portion 19 to the insertion groove 17. Accordingly, the inner surface of each wing portion 20 is firmly adhered to the surface of the anticorrosion coating layer 23 on both sides sandwiching the joint portion 13 by its elasticity, thereby covering the joint portion 13 and covering the joint portion 13 with an anticorrosion coating. It will be.
[0031]
Therefore, according to this embodiment, the water-proof and anti-corrosion properties can be obtained by simply striking and pushing the anti-corrosion insertion member 22 into the insertion groove 17 as the joint portion 13 formed in the joint portion 12 of the adjacent concrete segment 10. The joint part structure 11 rich in nature can be easily obtained.
[0032]
Further, when the anti-corrosion insertion member 22 is inserted into the insertion groove 17, if a sealing material such as silicone or an adhesive such as epoxy resin is previously inserted into the insertion groove 17, for example, the anti-corrosion is thereby prevented. By hardening the insertion member 22 and constraining the widened portion 19, it is possible to secure a more reliable anti-corrosion property and water-stopping property while firmly preventing the anti-corrosion insertion member 22 from coming out.
[0033]
In addition, this invention is not limited to the thing of the aspect of the said embodiment, A various change can be employ | adopted within the range of the structure described in each claim. For example, the joint structure of the present invention is not limited to the joint portion of the segment, but can be adopted for the joint portion of other precast concrete members, and can be used for in-situ concrete such as concrete walls and concrete slabs. It can also be used for joints.
[0034]
【The invention's effect】
As described above in detail, according to the joint structure of the anticorrosion-coated concrete structural member of the present invention, the cutout grooves formed in the respective end faces of the adjacent concrete structural members are arranged so as to face each other along the joint portion. An insertion groove having a cross-sectional shape that is widened from the neck portion through the shoulder portion, a neck portion that is inserted into the insertion groove, a widening portion that is connected to one of the neck portions, and the other of the neck portions. Since it is composed of a band-shaped elastic anticorrosion insertion member having a cross-sectional shape composed of a pair of wings which are bent and inclined from the neck portion to the widening portion side, the work is simply pushed into the insertion groove. Accordingly, the joint portion of the concrete structural member provided with the anticorrosion coating can be easily subjected to the anticorrosion coating without requiring much time and labor.
[Brief description of the drawings]
FIGS. 1A and 1B illustrate a shield tunnel segment covering body employing a joint structure according to an embodiment of the present invention, FIG. 1A is a front view, and FIG. It is the internal view which looked at a) from AA.
FIG. 2 is a cross-sectional view showing a joint structure according to an embodiment of the present invention.
FIG. 3 is an enlarged cross-sectional view illustrating a joint structure according to an embodiment of the present invention.
[Explanation of symbols]
10 segments (concrete structural members)
DESCRIPTION OF SYMBOLS 11 Joint part structure 12 Joint part 13 Joint part 14 Notch groove 15 Insert groove neck part 16 Insert groove shoulder part 17 Insert groove 18 Corrosion-proof insertion member neck part 19 Corrosion-proof insertion member widening part 20 Corrosion-proof insertion member wing part 22 Band shape Elastic anticorrosion insertion member 23 Anticorrosion coating layer 25 Flat portion 26 of notch groove Arc portion 27 of notch groove Widening portion 50 of insertion groove Shield tunnel

Claims (2)

表面に防食被覆層を施したコンクリート構造部材を複数連設一体化する際に、これの目地部に設けられる目地部構造であって、隣接するコンクリート構造部材の各端面に形成された切欠き溝を対向配置することにより前記目地部に沿って形成される、首部から肩部を介して拡幅する断面形状を有する挿入溝と、該挿入溝に挿入配置される、首部と、該首部の一方に連接する拡幅部と、前記首部の他方に連接する、前記首部から前記拡幅部側に折曲げ傾斜する一対の翼部とからなる断面形状を有する帯状弾性防食挿入部材とからなり、該帯状弾性防食挿入部材の拡幅部を前記挿入溝に挿入することにより、前記拡幅部を前記挿入溝の肩部に係止するとともに、前記一対の翼部を首部を介して拡幅部側に引張ることにより、前記一対の翼部の内側面を、前記目地部を挟んだ両側の防食被覆層の表面に密着させることを特徴とする防食被覆コンクリート構造部材の目地部構造。When a plurality of concrete structural members with anticorrosion coating layers on the surface are continuously connected and integrated, a joint structure is provided on the joint portion of the concrete structural member, and is formed in each end face of the adjacent concrete structural member. An insertion groove formed along the joint portion and having a cross-sectional shape widened from the neck portion via the shoulder portion, a neck portion inserted into the insertion groove, and one of the neck portions. A band-shaped elastic anticorrosive insertion member having a cross-sectional shape composed of a widened part connected to each other and a pair of wing parts bent and inclined from the neck part toward the widened part side, connected to the other of the neck parts. By inserting the widened portion of the insertion member into the insertion groove, the widened portion is locked to the shoulder portion of the insertion groove, and the pair of wings are pulled to the widened portion side through the neck, Inside a pair of wings A joint portion structure of anticorrosion coated concrete structural member, characterized in that to adhere to the surface of the anticorrosive coating layer of both sides of the joint portion. 前記帯状弾性防食挿入部材の拡幅部を前記挿入溝に挿入する際に、前記挿入溝の中にシリコーン等のシーリング材やエポキシ樹脂等の接着剤が入れられていることを特徴とする請求項1に記載の防食被覆コンクリート構造部材の目地部構造。2. A sealing material such as silicone or an adhesive such as epoxy resin is placed in the insertion groove when the widened portion of the band-like elastic anticorrosion insertion member is inserted into the insertion groove. A joint structure of the anticorrosion-coated concrete structural member described in 1.
JP26877797A 1997-10-01 1997-10-01 Joint structure of anticorrosion coated concrete structural member Expired - Fee Related JP3852181B2 (en)

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KR100443809B1 (en) * 2002-08-24 2004-08-11 주식회사 우일 이알에스 Fabricated arch tunnel and construction method thereof
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