JP3557357B2 - Inner formwork for installing receiving frame of square lid for underground structure and method of installing receiving frame - Google Patents

Inner formwork for installing receiving frame of square lid for underground structure and method of installing receiving frame Download PDF

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JP3557357B2
JP3557357B2 JP33033098A JP33033098A JP3557357B2 JP 3557357 B2 JP3557357 B2 JP 3557357B2 JP 33033098 A JP33033098 A JP 33033098A JP 33033098 A JP33033098 A JP 33033098A JP 3557357 B2 JP3557357 B2 JP 3557357B2
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frame
receiving frame
receiving
inner frame
pressing member
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JP2000154557A (en
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敏夫 大場
修 梅本
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Hinode Ltd
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Hinode Ltd
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Description

【0001】
【発明の属する技術分野】
本発明は、地下構造物としての下水道のマンホール側塊、上水道およびガスの地中弁室等の躯体の開口部上に、地下構造物用角型蓋の受枠を設置する際に使用する内型枠およびこの内型枠を使用した受枠設置方法に関するものである。
【0002】
【従来の技術】
従来より、地下構造物用角型蓋の受枠を路面の高さに合わせて設置する際に使用する内型枠やこの内型枠を使用した受枠設置方法について、種々提案がなされている。
【0003】
例えば、特開平5−222738号公報では、角型をしたマンホールの上部コンクリートブロツク及び上蓋枠15の内周面に沿って、内型枠を配設している。この内型枠は、発泡ポリウレタンシート等からなる内枠23と、その内枠23に設けた締め付け治具31とからなっており、この締め付け治具31は、外側にクッション材を添着した角型の金属バンドフレーム32を有し、この金属パンドフレーム32の四隅部に、それぞれ金属バンドフレーム32の隅部及び直線部を緊張させる張り機構(ターンバックル)34を設けている。そして、該張り機構34により金属バンドフレーム32を緊張させた状態とし、上部コンクリートブロツクと上蓋枠15との間にモルタル等を充填するようになっている。
【0004】
【発明が解決しようとする課題】
しかし、上記従来の内型枠では、内枠23の内周面側に設けた金属バンドフレーム32の四隅部を張り機構34で緊張させるようにしているため、施工時間が必要以上に長くなるという問題があった。しかも4ヶ所の張り機構34を個々に調整する必要があることから、それぞれの張り機構34の緊張のさせ方に差が生じやすく、この差が大きかったり、緊張不足の場合には上部コンクリートブロックと内型枠との間に隙間が生じ、そこからモルタルが漏れる虞があるため、施工の確実性の面からも問題があった。
【0005】
本発明は上記に鑑みてなされたもので、受枠の設置を簡単かつ確実に行うことのできる地下構造物用角型蓋の受枠設置用内型枠および受枠設置方法を提供することを目的とする。
【0006】
【課題を解決するための手段】
上記目的を達成するために、本発明の地下構造物用角型蓋の受枠設置用内型枠は、内周面のコーナに円弧状部を有する角型の躯体の上方に内周面のコーナに円弧状部を有する角型の受枠を設置する際に使用される地下構造物用角型蓋の受枠設置用内型枠であって、常時は帯状で使用時に角筒状に変形させることができる可撓性を有し、角筒状に変形させたとき、その外径が前記躯体および受枠の内径よりも僅かに径大になるような長さを備えるとともに、前記躯体と受枠の内周面のコーナに沿って湾曲させることが可能な程度の厚さを有する内枠と、前記躯体と受枠のそれぞれの内周面に沿わせて添着された内枠の内側に装着され、弾性力によって内枠の少なくとも直線部を外方向に押圧する押圧部材と、からなることを特徴としている。
【0007】
このような構成としたことによって、角型の躯体および躯体の上方に配置した受枠のそれぞれの内周面に沿うように内枠を添着するとともに、内枠の少なくとも直線部を押圧部材の弾性力で外方向に押圧して内枠を躯体および受枠に押し付けることにより、躯体とその上方の受枠との間に形成される空隙部の内周側を内枠で簡単かつ確実に密閉することができる。
【0008】
また、本発明の地下構造物用角型蓋の受枠設置方法は、内周面のコーナに円弧状部を有する角型の躯体の上方に所定間隔をおいて内周面のコーナに円弧状部を有する角型の受枠を設置し、前記躯体および受枠のそれぞれの内周面に、常時は帯状で使用時に角筒状に変形させることができる可撓性を有し、角筒状に変形させたとき、その外径が前記躯体および受枠の内径よりも僅かに径大になるような長さを備えるとともに、前記躯体と受枠の内周面のコーナに沿って湾曲させることが可能な程度の厚さを有する内枠を添着し、前記内枠の内側に内枠の少なくとも直線部を弾性力で外方向に押圧するように、弾性を有する押圧部材を装着し、前記躯体と受枠との間に生じる空隙部にセメントモルタルを注入し固化させる、ことを特徴としている。
【0009】
この受枠の設置方法では、本発明の内型枠を用いて躯体に受枠を設置するので、躯体と受枠との間に生じる空隙部の内周側を内枠によって確実に密閉でき、この空隙部にセメントモルタルを注入しても、セメントモルタルが空隙部から内側に漏れることはない。また、内枠と押圧部材だけを用いるので部品点数が少なく、それらを装着するだけでよいので、極めて簡単な作業となる。
【0010】
【発明の実施の形態】
本発明の地下構造物用角型蓋の受枠設置用内型枠では、押圧部材は、内枠の内側に装着された状態では筒状に形成され、その外周面が前記内枠の4箇所の直線部に当接するように構成したので、内枠に対する押圧部材の接触は、比較的広い領域で行われ、押圧部材はより強い力で内枠を躯体および受枠に押し付ける。
【0011】
また、本発明の地下構造物用角型蓋の受枠設置用内型枠では、押圧部材を、互いに交差する2つの梁部を有するものとし、それぞれの梁部は、弾性力によって伸縮可能とされるとともに、内枠へ装着していない状態ではその長さが内枠の対向する直線部間の間隔よりも長く形成され、内枠へ装着した状態ではその先端のそれぞれが内枠の直線部に当接するように構成したので、各梁部は収縮した長さ分に応じた弾性力で、内枠の直線部を躯体および受枠に押し付ける。
【0012】
さらに、前記梁部の先端のそれぞれにプレートを設けたので、梁部と内枠の直線部との接触面積が広がり、梁部はより確実に内枠を躯体および受枠に押し付ける。
【0013】
【実施例】
以下、本発明の実施例を図面を参照して説明する。
【0014】
図1は地下構造物上部に設置した角型の躯体と受枠とに本発明の内型枠を装着した状態を示す斜視図、図2は図1に示したものにさらに外型枠を装着した状態での図1のA−A線による横断面図、図3は内型枠および外型枠の装着状況を示す縦断面図である。
【0015】
この実施例に示した本発明の内型枠1は、地下構造物上部の角型をした躯体4および受枠5のそれぞれの内周面4a、5aに沿うように添着される内枠2と、この内枠2の内側に装着され、弾性力によって内枠2を外方向に押圧する押圧部材3とから構成されている。
【0016】
前記躯体4にはその上部フランジ4bの四隅にアンカーボルト41…を立設している。一方、受枠5にはその下部フランジ5bの四隅と各直線部の中央にアンカー孔51…を穿設している。そして、受枠5は、次の手順で躯体4の上方に設置される。先ず、躯体4のアンカーボルト41のそれぞれに、図3に示すように、嵩調整具42を螺合させて受枠5の上面が路面と一致するように設置高さを設定する。この嵩調整具42には、その中央のボルト挿通孔(図示省略)にナット(図示省略)がインサート成形してあり、アンカーボルト41との間で螺合位置を調整できるようになっている。次に、アンカーボルト41をアンカー孔51に挿通させ、受枠5を嵩調整具42上に載置する。続いて、固定ブロック52を差し込んで突部52aをアンカー孔51の中に嵌め込むとともに、ナット53をアンカーボルト41に螺合して受枠5を嵩調整具42上に固定する。その後、回転防止キャップ54の孔にナット53を嵌合させるとともに、回転防止キャップ54を固定ブロック52に係止させてナット53の緩みを防止する。
【0017】
このようにして、受枠5の嵩調整をして躯体4と受枠5との間に形成された空隙部6の内周側に内枠2を、また外周側には外枠7をそれぞれ躯体4と受枠5の内周面4a,5aおよび外周面に添着し、空隙部6を密閉するようにしている。
【0018】
前記内枠2は、常時は帯状で使用時に角筒状に変形させることができる可撓性を有するものであり、本実施例では発泡ポリエチレンの帯状材を用いた。この内枠2は、躯体4および受枠5の内径に合わせて角筒状に変形させたとき、その外径が躯体4および受枠5の内径よりも僅かに径大になるような長さとしており、空隙部6を確実に密閉できるようにしている。ただし、このような帯状の内枠2を躯体4および受枠5の内周面4a,5aに沿って添着していくと、内枠2は全体的に圧縮された角筒状に変形するため、そのままでは内枠2の直線部21が内側に迫り出した状態となりやすい。そこで、内枠2の内側に押圧部材3を装着し、内枠2の直線部21を押圧することによって、内枠2を躯体4および受枠5の内周面4a,5aに確実に添着するようにしている。
【0019】
この押圧部材3は、前記内枠2と同様に、発泡ポリエチレンで形成され、常時は帯状で使用時に角筒状に変形させることができるようになっている。この帯状の押圧部材3を角筒状に変形させながら内枠2の内側に装着すると、押圧部材3はその弾性力で内枠2の4箇所の直線部21…を外方向に押圧して、躯体4および受枠5に押し付ける。したがって、空隙部6の内周側は内枠2によって確実に密閉される。
【0020】
なお、内枠2は躯体4および受枠5の内周面4a,5aのコーナに沿って湾曲させることが可能な程度の厚さにして、空隙部6を確実に密閉できるようにしている。また、押圧部材3は、内枠2の直線部21を確実に押圧することができるように、内枠2よりも厚くして復元力を大きくするとともに、内枠2の内側に装着可能な長さに形成している。
【0021】
一方、外型枠10は、空隙部6を外周側から密閉する外枠7と、外枠7の直線部71に当接する当板8と、外枠7および当板8を固定する固定バンド9とから構成されている。前記外枠7は、内枠2や押圧部材3と同様に、発泡ポリエチレンで形成され、常時は帯状で使用時に角筒状に変形させることができるようになっており、使用時にはこの外枠7を躯体4の上部フランジ4bおよび受枠5の下部フランジ5bの各外周面4c,5dに沿って角筒状に変形させながら添着する。外枠7の直線部71…の各々には当板8…を当て、その当板8…を介して外枠7の全周を固定バンド9で固定する。したがって、空隙部6の外周側も外枠によって確実に密閉される。
【0022】
上記のようにして、空隙部6に内枠2と外枠7とを添着し空隙部6を密閉すると、最後に、受枠5のアンカーボルト41が挿通されていないアンカー孔51から、空隙部6に、無収縮性でかつ急硬性のセメントモルタル11を注入し固化させ、その後、脱枠作業を行う。なお、無収縮性でかつ急硬性のセメントモルタル11としては、例えばカルシウム・サルフォ・アルミネート系の膨張剤を含有する急硬性セメントを使用することができる。
【0023】
この実施例では、上記のように、押圧部材3を内枠2の内側に装着して内枠2の直線部21…を、押圧部材3自体の弾性力で外方向に押圧して躯体4および受枠5に押し付けるようにしたので、内枠2と押圧部材3とからなる内型枠1によって、空隙部6の内周側は確実に密閉される。したがって、この空隙部6にセメントモルタル11を注入しても、セメントモルタル11が空隙部6から内側に漏れることはなく、施工を確実に行うことができる。
【0024】
さらに、内型枠1として、内枠2と押圧部材3だけを用いるので部品点数が少なく、しかもそれらをそれぞれ変形させて装着するだけでよいので、作業者によって施工に差がでるようなことはなく、またその装着作業や脱枠作業も極めて簡単に行うことができ、施工に要する時間を従来技術と比較して大幅に短縮することができる。
【0025】
なお、上記の説明では、内枠2、押圧部材3および外枠7を発泡ポリエチレンで形成するようにしたが、内枠2および外枠7は、変形可能で密閉性を碓保でき、また押圧部材3は弾性力を有しておればどのようなものでも使用することが可能である。
【0026】
また、内枠2、押圧部材3および外枠7を常時は帯状とし、使用時に角筒状に変形させるようにしたが、予め角筒状に形成したものを用いるようにしてもよい。
【0027】
また、空隙部6の外周面側を外型枠10で密閉するようにしたが、受枠周りの土砂を利用して密閉するようにしてもよい。
【0028】
次に、本発明の内型枠の各種態様について、図4、図5を用いて順に説明する。
【0029】
図4は本発明の第2実施例を示す図である。上記した第1実施例では、帯状の押圧部材3を角筒状に変形させながら内枠2の内側に着させたが、この第2実施例では、十字状に形成しているところが相違する。すなわち、この第2実施例の押圧部材103は、上記第1実施例の押圧部材3と同様に発泡ポリエチレンで形成され、2つの細長い直方体状の梁部131、132を、その長さ方向中央に設けた凹部131a、132a同士を嵌合させることで十字状に交差させて構成したものである。各梁部131,132は、内枠2へ装着していない状態ではその長さが内枠2の対向する直線部21,21間の間隔よりも長くなるように形成され、内枠2の内側へ装着した状態ではその先端のそれぞれを内枠2の直線部21…に弾性力で当接させるようになっている。各梁部131,132は収縮した長さ分に応じた弾性力で、内枠2の直線部21…を外方向に押圧して内枠2を躯体4および受枠5に押し付けている。
【0030】
この第2実施例では、上記第1実施例と同様の、内枠2による空隙部6の密閉性確保等の効果を奏するとともに、各梁部131,132を内枠2に単に当接させるだけでよいので、帯状の押圧部材を内枠2の内側に沿わせて角筒状に変形させる第1実施例の場合と比較して、作業性をより一層向上させることができる。
【0031】
なお、第2実施例では、別体に形成した梁部131,132を十字状に合体させるようにしたが、別体でなく最初から十字状に一体成形する構成とすることもできる。
【0032】
図5は本発明の第3実施例を示す図である。この第3実施例が、上記した第2実施例と相違するのは、伸縮自在棒を用いて各梁部を構成した点である。すなわち、この第3実施例の押圧部材203は、伸縮自在棒を用いた2つの梁部231,232を十字状に配置して構成されている。なお、2つの梁部231,232は、その長さが異なるのみで同一構成を有しているので、ここでは、一方の梁部231についてのみ説明することとする。
【0033】
梁部231は、外筒231aに内筒231bを遊嵌してなる棒状の筒部230と、その筒部230の両端、すなわち外筒231aおよび内筒231bのそれぞれの先端に取り付けたプレート231c,231dとから構成され、その筒部230の内部にはコイルバネ231eが挿入されて、梁部231は、全体として伸縮可能となっている。そして、内枠2へ装着していない状態では筒部230の長さは、内枠2の対向する直線部21,21間の間隔よりも長くなるように形成する。内枠2の内側に装着する際には、プレート231c,231dを筒部中央へ押して筒部230を収縮させ、全体を内枠2の内側に入れ、その状態でプレート231c、231dを内枠2の対応する直線部21,21に当接させる。梁部231はコイルバネ231eの収縮した長さ分に応じた弾性力で、内枠2のそれぞれの直線部21を外方向に押圧して内枠2を躯体4および受枠5に押し付ける。
【0034】
この第3実施例では、上記した第1実施例、第2実施例と同様の、内枠2による空隙部6の密閉性確保、作業性の向上等の効果を奏するとともに、梁部231の両端にプレート231c,231dを設けたので、梁部231が棒状であっても、内枠2の直線部21との接触面積を十分に確保することができ、確実に内枠2を躯体4および受枠5に押し付けることができるようになる。
【0035】
なお、第3実施例では、筒部230の内部に挿入したコイルバネ231eの弾性力を利用する構成としたが、この構成に限らず、バネの弾性力を利用できる構成であればよく、例えばプレートに筒状の支持棒を固定し、その支持棒に挿入したコイルバネを他方の支持棒の外周に配置するといった構成であってもよい。
【0036】
【発明の効果】
以上に説明したように、本発明の地下構造物用角型蓋の受枠設置用内型枠および受枠設置方法では、角型の躯体および受枠のそれぞれの内周面に添着される可撓性を有する内枠の内側に押圧部材を装着し、弾性力のある押圧部材で内枠の少なくとも直線部を外方向に押圧するようにしたため、内枠を躯体および受枠に押し付けることができ、躯体と受枠との間に形成される空隙部を内周面側から簡単かつ確実に密閉することができる。したがって、内周面側が密閉された空隙部にセメントモルタルを注入しても内周面側に漏れないため、受枠を確実に設置することができる。
【0037】
また、押圧部材は、内枠の内側に装着された状態では筒状に形成され、その外周面が内枠の4箇所の直線部に当接するように構成したので、押圧部材は、比較的広い領域で内枠を押圧して確実に躯体および受枠に添着させることができる。また、部品点数が少なく、しかもそれらをそれぞれ変形させて装着するだけでよいので、作業を簡単かつ確実に行うことができる。
【0038】
また、押圧部材を互いに交差する2つの梁部で構成し、それぞれの梁部は、弾性力によって伸縮可能とされるとともに、内枠へ装着していない状態ではその長さが内枠の対向する直線部間の間隔よりも長く形成され、内枠へ装着した状態ではその先端のそれぞれが内枠の直線部に当接するように構成したので、この場合はその2つの梁部を変形させて内枠に単に当接させるだけでよく、作業性をより一層向上させることができる。
【0039】
さらに、押圧部材を2つの梁部で構成した場合、その梁部の先端のそれぞれにプレートを設けるようにしたので、内枠の直線部との接触面積を十分に確保することができ、この場合でも確実に内枠を躯体および受枠に押し付けることができるようになる。
【0040】
【図面の簡単な説明】
【図1】地下構造物上部に設置した角型の躯体と受枠とに本発明の内型枠を装着した状態を示す斜視図である。
【図2】図1で示したものにさらに外型枠を装着した状態での図1のA−A線による横断面図である。
【図3】内型枠および外型枠の装着状況を示す縦断面図である。
【図4】本発明の第2実施例を示す斜視図である。
【図5】本発明の第3実施例を示す斜視図である。
【符号の説明】
1 内型枠
2 内枠
21 内枠の直線部
3 押圧部材
4 躯体
4a 躯体の内周面
4b 躯体の上部フランジ
4c 外周面
41 アンカーボルト
42 嵩調整具
5 受枠
5a 受枠の内周面
5b 受枠の下部フランジ
5c 受枠の開口部
5d 外周面
51 アンカー孔
52 固定ブロック
52a 突部
53 ナット
54 回転防止キャップ
6 空隙部
7 外枠
71 外枠の直線部
8 当板
9 固定バンド
10 外型枠
11 セメントモルタル
103 押圧部材
131 梁部
132 梁部
131a 梁部の凹部
132a 梁部の凹部
203 押圧部材
230 筒部
231 梁部
232 梁部
231a 外筒
231b 内筒
231c プレート
231d プレート
231e コイルバネ
[0001]
TECHNICAL FIELD OF THE INVENTION
The present invention relates to an inner mold used when installing a receiving frame of a square lid for an underground structure on an opening of a body such as a sewer manhole side lump as an underground structure, an underground valve room for water supply and gas, and the like. The present invention relates to a frame and a method of installing a receiving frame using the inner mold.
[0002]
[Prior art]
2. Description of the Related Art Conventionally, various proposals have been made for an inner form used for installing a receiving frame of a rectangular lid for an underground structure in accordance with the height of a road surface and a receiving frame installation method using the inner form.
[0003]
For example, in Japanese Unexamined Patent Publication No. Hei 5-22738, an inner mold is provided along the upper concrete block of the square manhole and the inner peripheral surface of the upper lid frame 15. The inner frame includes an inner frame 23 made of a foamed polyurethane sheet or the like, and a tightening jig 31 provided on the inner frame 23. The tightening jig 31 has a rectangular shape with a cushion material attached to the outside. At the four corners of the metal band frame 32, tension mechanisms (turn buckles) 34 for tightening the corners and the linear portions of the metal band frame 32 are provided. The metal band frame 32 is tensioned by the tension mechanism 34, and mortar or the like is filled between the upper concrete block and the upper lid frame 15.
[0004]
[Problems to be solved by the invention]
However, in the above-mentioned conventional inner frame, the four corners of the metal band frame 32 provided on the inner peripheral surface side of the inner frame 23 are tensioned by the tension mechanism 34, so that the construction time is unnecessarily long. There was a problem. Moreover, since it is necessary to adjust the four tension mechanisms 34 individually, a difference is likely to occur in the manner in which each tension mechanism 34 is tensioned. Since there is a possibility that a gap is formed between the inner mold and the mortar from the gap, there is a problem in terms of the reliability of construction.
[0005]
The present invention has been made in view of the above, and an object of the present invention is to provide an inner formwork for receiving frame installation of a square lid for an underground structure and a method of installing the receiving frame, which can easily and reliably install the receiving frame. .
[0006]
[Means for Solving the Problems]
In order to achieve the above object, an inner frame for installing a receiving frame of a square lid for an underground structure according to the present invention has a corner having an inner peripheral surface above a rectangular frame having an arc-shaped portion at an inner peripheral corner. This is an inner frame for receiving frame installation of a square lid for underground structures used when installing a square receiving frame having an arc-shaped part , which is always band-shaped and can be deformed into a square tubular shape when used. And has a length such that its outer diameter is slightly larger than the inner diameter of the frame and the receiving frame when deformed into a rectangular cylindrical shape, and the inner circumference of the frame and the receiving frame. An inner frame having a thickness capable of being curved along the corner of the surface, and mounted inside the inner frame attached along the respective inner peripheral surfaces of the frame and the receiving frame, and by an elastic force. And a pressing member for pressing at least a linear portion of the inner frame in an outward direction.
[0007]
With this configuration, the inner frame is attached along the respective inner peripheral surfaces of the rectangular frame and the receiving frame disposed above the frame, and at least the linear portion of the inner frame is pressed by the elastic force of the pressing member. By pressing the inner frame against the frame and the receiving frame by pressing outward, the inner peripheral side of the gap formed between the frame and the receiving frame above it can be easily and reliably sealed with the inner frame. .
[0008]
Further, the method for installing a receiving frame of a rectangular lid for underground structures according to the present invention includes the step of providing an arc-shaped portion at a corner of the inner peripheral surface at a predetermined interval above a rectangular frame having an arc-shaped portion at the inner peripheral corner. A rectangular receiving frame having a is provided, and the inner peripheral surface of each of the skeleton and the receiving frame has a flexibility that can always be deformed into a rectangular tube shape when used in a band shape, and is deformed into a rectangular cylindrical shape. When the outer diameter is slightly larger than the inner diameter of the skeleton and the receiving frame, the outer diameter of the skeleton can be curved along the inner peripheral surface of the skeleton and the receiving frame. Attach an inner frame having a thickness, and attach an elastic pressing member to the inside of the inner frame so as to press at least a linear portion of the inner frame outward with an elastic force, between the frame and the receiving frame. The cement mortar is injected into the voids that occur and solidified.
[0009]
In this method of installing the receiving frame, the inner frame of the present invention is used to install the receiving frame in the skeleton, so that the inner peripheral side of the gap formed between the skeleton and the receiving frame can be reliably sealed by the inner frame, and this gap Even if the cement mortar is poured into the mortar, the cement mortar does not leak inward from the void. In addition, since only the inner frame and the pressing member are used, the number of parts is small, and it is only necessary to mount them.
[0010]
BEST MODE FOR CARRYING OUT THE INVENTION
In the inner frame for installing the receiving frame of the rectangular lid for underground structure of the present invention, the pressing member is formed in a cylindrical shape when mounted on the inner side of the inner frame, and the outer peripheral surface thereof is formed at four positions of the inner frame. Since the pressing member is configured to contact the straight portion, the pressing member contacts the inner frame in a relatively large area, and the pressing member presses the inner frame against the skeleton and the receiving frame with a stronger force.
[0011]
Further, in the inner frame for installing the receiving frame of the rectangular lid for underground structure of the present invention, the pressing member has two beam portions crossing each other, and each beam portion is made expandable and contractable by elastic force. In addition, when it is not mounted on the inner frame, its length is formed longer than the interval between the opposing linear portions of the inner frame. Since the beams are configured to be in contact with each other, each beam presses the linear portion of the inner frame against the frame and the receiving frame with an elastic force corresponding to the contracted length.
[0012]
Further, since a plate is provided at each of the ends of the beam, the contact area between the beam and the straight portion of the inner frame is increased, and the beam more reliably presses the inner frame against the frame and the receiving frame.
[0013]
【Example】
Hereinafter, embodiments of the present invention will be described with reference to the drawings.
[0014]
FIG. 1 is a perspective view showing a state in which the inner formwork of the present invention is mounted on a square frame and a receiving frame installed above the underground structure, and FIG. 2 is a view showing the state shown in FIG. FIG. 3 is a cross-sectional view taken along the line AA of FIG. 1 in a state, and FIG. 3 is a vertical cross-sectional view showing a mounting state of the inner and outer mold frames.
[0015]
The inner frame 1 of the present invention shown in this embodiment includes an inner frame 2 attached along the inner peripheral surfaces 4a and 5a of the rectangular frame 4 and the receiving frame 5 on the upper part of the underground structure, A pressing member 3 is mounted inside the inner frame 2 and presses the inner frame 2 outward by elastic force.
[0016]
Anchor bolts 41 are erected at the four corners of the upper flange 4b of the frame 4. On the other hand, anchor holes 51 are formed in the receiving frame 5 at the four corners of the lower flange 5b and the center of each straight portion. Then, the receiving frame 5 is installed above the frame 4 in the following procedure. First, as shown in FIG. 3, a bulk adjusting tool 42 is screwed into each of the anchor bolts 41 of the frame 4, and the installation height is set so that the upper surface of the receiving frame 5 coincides with the road surface. A nut (not shown) is insert-molded in a bolt insertion hole (not shown) at the center of the bulk adjuster 42 so that a screwing position with the anchor bolt 41 can be adjusted. Next, the anchor bolt 41 is inserted into the anchor hole 51, and the receiving frame 5 is placed on the bulk adjuster 42. Subsequently, the fixing block 52 is inserted, the protrusion 52 a is fitted into the anchor hole 51, and the nut 53 is screwed into the anchor bolt 41 to fix the receiving frame 5 on the bulk adjuster 42. Thereafter, the nut 53 is fitted into the hole of the rotation preventing cap 54, and the rotation preventing cap 54 is locked to the fixed block 52 to prevent the nut 53 from loosening.
[0017]
In this manner, the volume of the receiving frame 5 is adjusted, and the inner frame 2 is provided on the inner peripheral side of the gap 6 formed between the skeleton 4 and the receiving frame 5, and the outer frame 7 is provided on the outer peripheral side. And the inner peripheral surfaces 4a and 5a and the outer peripheral surface of the receiving frame 5 to seal the gap 6.
[0018]
The inner frame 2 is always in a band shape and has flexibility that can be deformed into a rectangular tube shape when used. In the present embodiment, a band-shaped material of foamed polyethylene is used. The inner frame 2 has a length such that its outer diameter becomes slightly larger than the inner diameter of the skeleton 4 and the receiving frame 5 when deformed into a rectangular tube shape in accordance with the inner diameter of the skeleton 4 and the receiving frame 5. The gap 6 can be reliably sealed. However, when such a band-shaped inner frame 2 is adhered along the inner peripheral surfaces 4a, 5a of the frame 4 and the receiving frame 5, the inner frame 2 is deformed into a substantially compressed rectangular cylindrical shape. As it is, the straight portion 21 of the inner frame 2 tends to protrude inward. Then, the pressing member 3 is attached inside the inner frame 2 and the linear portion 21 of the inner frame 2 is pressed to securely attach the inner frame 2 to the inner peripheral surfaces 4 a and 5 a of the frame 4 and the receiving frame 5. I have to.
[0019]
The pressing member 3 is made of foamed polyethylene similarly to the inner frame 2 and is always in a belt shape so that it can be deformed into a rectangular tube shape when used. When the band-shaped pressing member 3 is mounted inside the inner frame 2 while being deformed into a rectangular tube shape, the pressing member 3 presses the four linear portions 21... It is pressed against the frame 4 and the receiving frame 5. Therefore, the inner peripheral side of the gap 6 is securely sealed by the inner frame 2.
[0020]
The inner frame 2 has a thickness that can be curved along the corners of the inner peripheral surfaces 4a and 5a of the frame 4 and the receiving frame 5, so that the gap 6 can be securely sealed. The pressing member 3 is thicker than the inner frame 2 to increase the restoring force so that the linear portion 21 of the inner frame 2 can be reliably pressed, and has a length that can be mounted inside the inner frame 2. Formed.
[0021]
On the other hand, the outer frame 10 includes an outer frame 7 that seals the gap 6 from the outer peripheral side, a contact plate 8 that contacts the linear portion 71 of the outer frame 7, and a fixing band 9 that fixes the outer frame 7 and the contact plate 8. It is composed of The outer frame 7, like the inner frame 2 and the pressing member 3, is formed of foamed polyethylene, and is always in a band shape so that it can be deformed into a rectangular tube shape during use. Is attached along the outer peripheral surfaces 4c and 5d of the upper flange 4b of the frame 4 and the lower flange 5b of the receiving frame 5 while being deformed into a rectangular cylindrical shape. An abutment plate 8 is applied to each of the linear portions 71 of the outer frame 7, and the entire periphery of the outer frame 7 is fixed by a fixing band 9 via the abutment plate 8. Therefore, the outer peripheral side of the gap 6 is also securely sealed by the outer frame 7 .
[0022]
As described above, when the inner frame 2 and the outer frame 7 are attached to the gap 6 and the gap 6 is sealed, finally, the gap 6 is inserted through the anchor hole 51 of the receiving frame 5 where the anchor bolt 41 is not inserted. Then, a non-shrinkable and rapidly hardening cement mortar 11 is poured and solidified, and then a de-frame work is performed. As the non-shrinkable and rapidly hardening cement mortar 11, for example, a rapidly hardening cement containing a calcium-sulfo-aluminate-based expanding agent can be used.
[0023]
In this embodiment, as described above, the pressing member 3 is mounted inside the inner frame 2 and the linear portions 21 of the inner frame 2 are pressed outward by the elastic force of the pressing member 3 itself to form the frame 4 and Since the pressing member 3 is pressed against the receiving frame 5, the inner peripheral side of the gap 6 is securely sealed by the inner mold frame 1 including the inner frame 2 and the pressing member 3. Therefore, even if the cement mortar 11 is injected into the gap 6, the cement mortar 11 does not leak from the gap 6 to the inside, and the construction can be performed reliably.
[0024]
Furthermore, since only the inner frame 2 and the pressing member 3 are used as the inner mold frame 1, the number of parts is small, and they need only be deformed and mounted, respectively. In addition, the mounting work and the frame removing work can be performed extremely easily, and the time required for the construction can be significantly reduced as compared with the related art.
[0025]
In the above description, the inner frame 2, the pressing member 3 and the outer frame 7 are made of foamed polyethylene. However, the inner frame 2 and the outer frame 7 can be deformed and hermetically sealed. Any member can be used as long as it has elasticity.
[0026]
In addition, the inner frame 2, the pressing member 3, and the outer frame 7 are always in a band shape and are deformed into a rectangular tube shape at the time of use, but may be formed in a rectangular tube shape in advance.
[0027]
Further, the outer peripheral surface side of the cavity 6 is sealed with the outer mold frame 10, but may be sealed with earth and sand around the receiving frame.
[0028]
Next, various aspects of the inner mold of the present invention will be described in order with reference to FIGS.
[0029]
FIG. 4 is a view showing a second embodiment of the present invention. In the first embodiment described above, but were inside instrumentation wear of the inner frame 2 while deforming the strip-shaped pressing member 3 to the rectangular tube, in this second embodiment, when forming the cross-shaped are different . That is, the pressing member 103 of the second embodiment is formed of foamed polyethylene similarly to the pressing member 3 of the first embodiment, and has two elongated rectangular parallelepiped beams 131 and 132 at the center in the length direction. The recesses 131a and 132a provided are fitted to each other so as to cross each other in a cross shape. Each of the beam portions 131 and 132 is formed such that its length is longer than the interval between the opposed linear portions 21 and 21 of the inner frame 2 when not attached to the inner frame 2. In the state of being mounted on the inner frame 2, each of its ends is brought into contact with the linear portions 21 of the inner frame 2 by elastic force. Each of the beam portions 131 and 132 presses the linear portions 21 of the inner frame 2 outward by an elastic force corresponding to the contracted length, thereby pressing the inner frame 2 against the frame 4 and the receiving frame 5.
[0030]
In the second embodiment, the same effect as in the first embodiment is obtained, such as the effect of ensuring the tightness of the gap 6 by the inner frame 2, and the beams 131 and 132 are simply brought into contact with the inner frame 2. Therefore, the workability can be further improved as compared with the case of the first embodiment in which the band-shaped pressing member is deformed into a rectangular cylindrical shape along the inside of the inner frame 2.
[0031]
In the second embodiment, the beams 131 and 132 formed separately are combined in a cross shape, but may be integrally formed in a cross shape from the beginning instead of being formed separately.
[0032]
FIG. 5 is a view showing a third embodiment of the present invention. The third embodiment is different from the above-described second embodiment in that each beam portion is formed using a telescopic rod. That is, the pressing member 203 of the third embodiment is configured by arranging two beam portions 231 and 232 using a telescopic bar in a cross shape. Note that the two beams 231 and 232 have the same configuration except for the length, and therefore, only one beam 231 will be described here.
[0033]
The beam portion 231 includes a rod-shaped tube portion 230 formed by loosely fitting the inner tube 231b to the outer tube 231a, and plates 231c attached to both ends of the tube portion 230, that is, the respective ends of the outer tube 231a and the inner tube 231b. 231d, a coil spring 231e is inserted into the cylindrical portion 230, and the beam portion 231 can be expanded and contracted as a whole. Then, in a state where the cylindrical portion 230 is not mounted on the inner frame 2, the length of the cylindrical portion 230 is formed to be longer than the interval between the opposed straight portions 21 and 21 of the inner frame 2. When mounted inside the inner frame 2, the plates 231 c and 231 d are pushed toward the center of the cylindrical portion to shrink the cylindrical portion 230, and the whole is put inside the inner frame 2. Are brought into contact with the corresponding linear portions 21 and 21. The beam portion 231 presses each linear portion 21 of the inner frame 2 outward by an elastic force corresponding to the contracted length of the coil spring 231e, and presses the inner frame 2 against the frame 4 and the receiving frame 5.
[0034]
In the third embodiment, the same effects as the first and second embodiments described above can be obtained, such as securing the airtightness of the gap 6 by the inner frame 2 and improving workability. Are provided with the plates 231c and 231d, the contact area between the beam portion 231 and the linear portion 21 of the inner frame 2 can be sufficiently ensured even if the beam portion 231 is rod-shaped, and the inner frame 2 is securely connected to the frame 4 and the receiving frame. 5 can be pressed.
[0035]
In the third embodiment, the configuration is such that the elastic force of the coil spring 231e inserted inside the cylindrical portion 230 is used. However, the present invention is not limited to this configuration. , A cylindrical support rod may be fixed to the support rod, and a coil spring inserted into the support rod may be arranged on the outer periphery of the other support rod.
[0036]
【The invention's effect】
As described above, in the inner frame for receiving frame installation of the rectangular lid for underground structures and the method of installing the receiving frame of the present invention, the flexibility attached to the inner peripheral surface of each of the rectangular frame and the receiving frame is improved. Since the pressing member is attached to the inside of the inner frame having, and at least the linear portion of the inner frame is pressed outward by the pressing member having elastic force, the inner frame can be pressed against the skeleton and the receiving frame, and the skeleton and the receiving frame can be pressed. Can be simply and reliably sealed from the inner peripheral surface side. Therefore, even if the cement mortar is injected into the space where the inner peripheral surface is sealed, the cement mortar does not leak to the inner peripheral surface, so that the receiving frame can be reliably installed.
[0037]
Further, the pressing member is formed in a tubular shape when mounted on the inner side of the inner frame, and the outer peripheral surface thereof is configured to abut on the four linear portions of the inner frame. By pressing the inner frame in the region, the inner frame can be securely attached to the skeleton and the receiving frame. In addition, since the number of parts is small and it is only necessary to deform and mount each of them, the work can be performed easily and reliably.
[0038]
Further, the pressing member is composed of two beam portions that intersect each other, and each beam portion can be expanded and contracted by elastic force, and its length is opposed to the inner frame when not attached to the inner frame. It is formed to be longer than the interval between the straight portions, and when mounted on the inner frame, each of its distal ends is in contact with the straight portion of the inner frame. In this case, the two beam portions are deformed and the inner portion is deformed. It is only necessary to simply contact the frame, and the workability can be further improved.
[0039]
Further, when the pressing member is formed of two beams, the plate is provided at each of the ends of the beams, so that a sufficient contact area with the linear portion of the inner frame can be secured. However, the inner frame can be reliably pressed against the frame and the receiving frame.
[0040]
[Brief description of the drawings]
FIG. 1 is a perspective view showing a state in which an inner mold of the present invention is mounted on a square frame and a receiving frame installed above an underground structure.
2 is a transverse sectional view along line A-A of FIG. 1 in a state of mounting the outer molds to further to those shown in FIG.
FIG. 3 is a vertical cross-sectional view showing a mounting state of an inner mold frame and an outer mold frame.
FIG. 4 is a perspective view showing a second embodiment of the present invention.
FIG. 5 is a perspective view showing a third embodiment of the present invention.
[Explanation of symbols]
DESCRIPTION OF SYMBOLS 1 Inner frame 2 Inner frame 21 Straight part 3 of inner frame 3 Pressing member 4 Body 4a Inner peripheral surface 4b Upper flange 4c of frame Outer peripheral surface 41 Anchor bolt 42 Bulk adjuster 5 Receiving frame 5a Inner peripheral surface 5b of receiving frame Lower flange 5c Opening 5d of receiving frame Outer peripheral surface 51 Anchor hole 52 Fixed block 52a Projection 53 Nut 54 Rotation preventing cap 6 Void 7 Outer frame 71 Straight portion of outer frame 8 This plate 9 Fixed band 10 Outer frame 11 Cement mortar 103 pressing member 131 beam 132 beam 131a beam recess 132a beam recess 203 pressing member 230 cylinder 231 beam 232 beam 231a outer cylinder 231b inner cylinder 231c plate 231d plate 231e coil spring

Claims (5)

内周面のコーナに円弧状部を有する角型の躯体の上方に内周面のコーナに円弧状部を有する角型の受枠を設置する際に使用される地下構造物用角型蓋の受枠設置用内型枠であって、
常時は帯状で使用時に角筒状に変形させることができる可撓性を有し、角筒状に変形させたとき、その外径が前記躯体および受枠の内径よりも僅かに径大になるような長さを備えるとともに、前記躯体と受枠の内周面のコーナに沿って湾曲させることが可能な程度の厚さを有する内枠と、
前記躯体と受枠のそれぞれの内周面に沿わせて添着された内枠の内側に装着され、弾性力によって内枠の少なくとも直線部を外方向に押圧する押圧部材と、
からなることを特徴とする地下構造物用角型蓋の受枠設置用内型枠。
Receiving frame for underground structure rectangular lid used when installing a rectangular receiving frame having an arc-shaped portion at the inner peripheral corner above a square frame having an arc-shaped portion at the inner peripheral corner An inner formwork for installation,
It has the flexibility that it can be deformed into a rectangular tube at the time of use in a band shape at all times, and when it is deformed into a rectangular tube, its outer diameter is slightly larger than the inner diameter of the frame and the receiving frame. An inner frame having a sufficient length and having a thickness capable of being curved along a corner of the inner peripheral surface of the frame and the receiving frame,
A pressing member attached to the inside of the inner frame attached along the respective inner peripheral surfaces of the frame and the receiving frame, and pressing at least a linear portion of the inner frame outward by elastic force,
An inner formwork for setting a receiving frame of a square lid for an underground structure, comprising:
前記押圧部材は、前記内枠の内側に装着された状態では筒状に形成され、その外周面が前記内枠の4箇所の直線部に当接するように構成した請求項1に記載の地下構造物用角型蓋の受枠設置用内型枠。The underground structure according to claim 1, wherein the pressing member is formed in a tubular shape when mounted on the inner side of the inner frame, and an outer peripheral surface thereof is configured to contact four linear portions of the inner frame. Inner formwork for setting the receiving frame of the square lid for objects. 前記押圧部材は、互いに交差する2つの梁部を有し、それぞれの梁部は、弾性力によって伸縮可能とされるとともに、内枠へ装着していない状態ではその長さが内枠の対向する直線部間の間隔よりも長く形成され、内枠へ装着した状態ではその先端のそれぞれが内枠の直線部に当接するように構成した請求項1に記載の地下構造物用角型蓋の受枠設置用内型枠。The pressing member has two beam portions that intersect each other, and each beam portion can be expanded and contracted by elastic force, and the length thereof is opposed to the inner frame when not attached to the inner frame. The receiving frame of the rectangular lid for an underground structure according to claim 1, wherein the receiving frame is formed to be longer than the interval between the linear portions, and each of its ends abuts on the linear portion of the inner frame when mounted on the inner frame. Inner formwork for installation. 前記梁部は、その先端のそれぞれにプレートを有する請求項3に記載の地下構造物用角型蓋の受枠設置用内型枠。The inner formwork for installing the receiving frame of the square lid for underground structures according to claim 3, wherein the beam portion has a plate at each of its ends. 内周面のコーナに円弧状部を有する角型の躯体の上方に所定間隔をおいて内周面のコーナに円弧状部を有する角型の受枠を設置し、前記躯体および受枠のそれぞれの内周面に、常時は帯状で使用時に角筒状に変形させることができる可撓性を有し、角筒状に変形させたとき、その外径が前記躯体および受枠の内径よりも僅かに径大になるような長さを備えるとともに、前記躯体と受枠の内周面のコーナに沿って湾曲させることが可能な程度の厚さを有する内枠を添着し、前記内枠の内側に内枠の少なくとも直線部を弾性力で外方向に押圧するように、弾性を有する押圧部材を装着し、前記躯体と受枠との間に生じる空隙部にセメントモルタルを注入し固化させる、
ことを特徴とする地下構造物用角型蓋の受枠設置方法。
A square-shaped receiving frame having an arc-shaped portion is installed at a predetermined interval above a corner-shaped frame having an arc-shaped portion at the corner of the inner peripheral surface at a predetermined interval. The peripheral surface has a flexibility that can be deformed into a rectangular tube shape when used at all times , and when deformed into a rectangular tube shape, the outer diameter is slightly smaller than the inner diameter of the frame and the receiving frame. Along with a length so as to be large, an inner frame having a thickness capable of being curved along a corner of the inner peripheral surface of the frame and the receiving frame is attached, and an inner frame is provided inside the inner frame. To press at least the linear portion outward with elastic force, a pressing member having elasticity is attached, and cement mortar is injected and solidified into a void generated between the frame and the receiving frame,
A method for setting a receiving frame of a square lid for an underground structure.
JP33033098A 1998-11-20 1998-11-20 Inner formwork for installing receiving frame of square lid for underground structure and method of installing receiving frame Expired - Lifetime JP3557357B2 (en)

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