JP2004204505A - Half prestressed concrete plate and construction method using the same - Google Patents

Half prestressed concrete plate and construction method using the same Download PDF

Info

Publication number
JP2004204505A
JP2004204505A JP2002373339A JP2002373339A JP2004204505A JP 2004204505 A JP2004204505 A JP 2004204505A JP 2002373339 A JP2002373339 A JP 2002373339A JP 2002373339 A JP2002373339 A JP 2002373339A JP 2004204505 A JP2004204505 A JP 2004204505A
Authority
JP
Japan
Prior art keywords
floating
floor
formwork
board
construction
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
JP2002373339A
Other languages
Japanese (ja)
Other versions
JP4010937B2 (en
Inventor
Kazuki Harada
和樹 原田
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Okumura Corp
Original Assignee
Okumura Corp
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Okumura Corp filed Critical Okumura Corp
Priority to JP2002373339A priority Critical patent/JP4010937B2/en
Publication of JP2004204505A publication Critical patent/JP2004204505A/en
Application granted granted Critical
Publication of JP4010937B2 publication Critical patent/JP4010937B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Images

Abstract

<P>PROBLEM TO BE SOLVED: To provide a half prestressed concrete plate and a construction method using the half prestressed concrete plate allowing highly accurate and the simple installation of floating forms heretofore with large dispersion due to an individual difference while requiring much labor and time. <P>SOLUTION: This half prestressed concrete plate 4 for use in the construction of a wall, a column or the like is composed of a half form 5 for a floor and pedestals 6 for the floating forms arranged in prescribed positions of the half form for the floor. The floating forms 7, 8 are fixed to the pedestals 6 for the floating forms to ensure the construction quality of the wall, column, or the like while making the installation highly accurate and simple. <P>COPYRIGHT: (C)2004,JPO&NCIPI

Description

【0001】
【発明の属する技術分野】
本発明は、ハーフPC板とそれを用いる施工法に関し、特に、浮かし型枠の設置を高精度かつ簡易に行えるハーフPC板とそれを用いる施工法に関する。
【0002】
【従来の技術】
建築物において床とその床面に柱や壁もしくは逆梁が配置されている場合、特に、ベランダ、バルコニー及び廊下等の手摺り壁や逆梁のように建物の外郭を形成している直壁の場合は、配置されている柱や立上がり壁等を構築するためにコンクリート打設用の型枠を設置する際に浮かし型枠を用いる場合がある。
【0003】
これらの浮かし型枠を採用している場合の施工の例としては、図6(a)に示すように、バルコニー型枠30を、スラブ用下型枠31、その端部上に垂直に組み立てられた直壁用外型枠32及びこの直壁用外型枠32の内側に平行に組み立てられた浮かし型枠33から構成している。各型枠は、堰板34と、これを押さえる図示されない多数の支保工やセパレータによって組み立てられ、直壁用外型枠32と直壁用内型枠33の間にコンクリートの打設空間35を形成し、同様にスラブ用下型枠31上にコンクリートが打設される空間36形成しており、各空間35、36にかけて屈曲して延びる多教の鉄筋37等が組み込まれる。
【0004】
この際の浮かし型枠33は、図示のようにその底部を受金物38で支持されているが、受金物38は、屈曲した鋼製バタ角受け等が適当に転用されたものであり、鋼製脚部38−1と水平な受け部38−2とから構成されてスラブ用下型枠31の上に立設されている。しかるに、この受金物38は、作業員がスラブ用下型枠31の上に経験的に配置しているものであり、確実に固定されているいるものでもないことから、配置位置の確定や安定性に関しては単に出来上がりに期待しているのみであった。
【0005】
さらに、施工後のコンクリートは各受金物を通じて形成される浸透孔を形成することになり、側溝からの排水を階下に滴下させたり鉄筋を腐食させる要因になっていた。
【0006】
【特許文献1】
特開平9−32107号公報、(第3頁、段落符号0010〜0011、図2、)
【0007】
又、図6(b)に示す他の例では、ベランダ型枠40が、床型枠41と外側型枠42及び浮かし型枠43から構成されており、ベランダ型枠40は、床型枠41を設置した後に外側型枠42を建込むと共に、床型枠41の上に受金物44を立設して内側型枠としての浮かし型枠43を載置して、しかる後に、ベランダ型枠40にコンクリートを打設して作製されるベランダ45は、ベランダの床46、手摺壁47を形成している。
【0008】
従って、浮かし型枠43は、床型枠41上の受金物45で支持されているが、受金物45の設立は手作業に因っていることから極めて不安定であると同時に、これによって設定される高さは不正確になってしまうことから、浮かし型枠43の設置は、配置位置の確定や安定性に関して不充分極まりないものであった。
【0009】
そして、本例の場合においても、施工後のコンクリートは各受金物を通じて形成される浸透孔を形成するものであり、同じく側溝からの排水を階下に滴下させたり鉄筋を腐食させる要因を形成していた。
【0010】
【特許文献2】
特開2000−29157号公報、(第3頁、段落符号00170〜0027、図1、)
【0011】
以上のように、従来における浮かし型枠の適用は、床型枠への受金物の設置が人力によっていることから、次ぎのような多くの問題点を孕んでおり、高品質の施工を確保するためにも早急な改善が望まれていた。
【0012】
▲1▼施工に多くの手間と時間を要していた。
▲2▼個人差による施工のバラツキが大きかった
▲3▼高さの設定と確立が不安定だった。
▲4▼浮かし型枠の設置精度が確保されなかった。
▲5▼コンクリート表面に異質の材料が露出することで表面水の浸透要因を形成している。
▲6▼側溝等からの浸透水が階下に滴下したり鉄筋を腐食させる。
【0013】
【発明が解決しようとする課題】
本発明は、以上の状況に鑑みて提案するものであり、指摘されている上記の問題点を改善することで浮かし型枠の設置を高精度かつ簡易に行えるハーフPC板とそれを用いる施工法の提供を目的にしている。
【0014】
【課題を解決するための手段】
請求項1に記載の発明であるハーフPC板は、浮かし型枠を用いる施工に適用するハーフPC板において、床用ハーフ型枠部と床用ハーフ型枠部の所定位置に配置する浮かし型枠用受け台とから構成されており、浮かし型枠の設置を高精度かつ簡易にしながら施工品質を確保している。
【0015】
請求項2に記載の発明であるハーフPC板は、浮かし型枠を用いる施工に適用するハーフPC板において、床用ハーフ型枠部と立上り部とを連続して成るL型ハーフ型枠と床用ハーフ型枠部の所定位置に配置する浮かし型枠用受け台とから構成されており、手摺り壁や逆梁のように垂直壁を施工する浮かし型枠の設置を高精度かつ簡易にしながら施工品質を確保している。
【0016】
請求項3に記載の発明であるハーフPC板は、請求項1又は2に記載のハーフPC板において、浮かし型枠用受け台を床用ハーフ型枠部と一体に成型することを特徴としており、上記機能に加えて、浮かし型枠用受け台の位置設定を確立させている。
【0017】
本発明による施工法は、上記ハーフPC板を用いる施工法であって、少なくとも浮かし型枠用受け台を備えて成るハーフPC板を設置し、次いで浮かし型枠用受け台の上に浮かし型枠を固定して、しかる後にコンクリートを打設して成り、ハーフPC板を、床用ハーフ型枠部と立上り部とを連続して成るL型ハーフ型枠と床用ハーフ型枠部の所定位置に配置する浮かし型枠用受け台とから構成することを特徴としており、浮かし型枠の設置を高精度かつ簡易に施工することでコストを低減しながら品質を確保している。
【0018】
【発明の実施の形態】
本発明によるハーフPC板は、平板状の床用ハーフ型枠部もしくは床用ハーフ型枠部と立上り部とを連続して成るL型ハーフ型枠と、各床用ハーフ型枠部の所定位置に配置する浮かし型枠用受け台とから構成されており、これによって、床面の柱や壁及び逆梁、もしくはベランダ、バルコニー及び廊下の手摺り壁等を施工する際に用いる浮かし型枠の設置を高精度かつ簡易にしながら施工品質を確保している。
以下に、本発明によるハーフPC板の実施の形態を図面に基づいて詳細に説明する。
【0019】
図1は、本発明によるハーフPC板の第1の実施形態を示す部分断面の斜視図である。
本実施の形態では、床面1に柱2や逆梁3を施工するために、ハーフPC板4を設置している。ハーフPC板4は、平板状の床用ハーフ型枠部5と床用ハーフ型枠部5の所定位置に配置されている浮かし型枠用受け台6とから構成されているので、床面用のコンクリートを打設ために床用ハーフ型枠部5を配置すると同時に、柱2及び逆梁3用の立上りコンクリートを打設するために、柱2用の浮かし型枠7と逆梁3用の浮かし型枠8、8を配置している。
【0020】
柱2用の浮かし型枠7は、柱2を構成する主筋9の周囲に配置された浮かし型枠用受け台6の上に固定されており、逆梁3用の浮かし型枠8、8は、鉄筋10を間に挟んで配置されている浮かし型枠用受け台6、6の上に互いに対峙された状態で固定されている。
【0021】
各浮かし型枠は、ボルト等の固定具11によって浮かし型枠用受け台に固着されると共に、図示のようにセパレータ12と単管13及び押え治具14を用いる通常の保持形態で組み立てられている。
【0022】
尚、浮かし型枠用受け台6、6の間に配置されている金網15は、床用ハーフ型枠部5の鉄筋用スペーサー16に被せるように配置されており、柱2及び逆梁3用の立上りコンクリートを打設する際にコンクリートの流動を抑止できるように対処している。
【0023】
次いでの施工は、以上のハーフPC板4と各浮かし型枠7、8等を配置した後に、床スラブ、逆梁及び柱のコンクリートは、打設されるものであり、打設コンクリートの所定の養生後に、これらの各浮かし型枠7、8等を脱型することで、床や床面上の柱及び逆梁を施工している。
【0024】
以上のように、本実施の形態におけるハーフPC板4は、平板状の床用ハーフ型枠部5と、床用ハーフ型枠部5の所定位置に配置する浮かし型枠用受け台6とから構成されており、図2の正面図(a)と側面図(b)に示すように構成されている。
【0025】
即ち、床用ハーフ型枠部5は、その表面に通常通りのトラス筋17を配置して打設コンクリートとの接着力を強化するように構成され、床用ハーフ型枠部5の表面の所定位置に浮かし型枠用受け台6を所定の個数を配置しており、浮かし型枠用受け台6の上面には浮かし型枠を固着するためのネジ穴18が構成されている
【0026】
しかして、本実施の形態では、床用ハーフ型枠部5の成型が行なわれる際に浮かし型枠用受け台6を一体的に成型しているが、床用ハーフ型枠部5に対する浮かし型枠用受け台6の設置は、何等これに限定されるものでなく、必要な場合には、浮かし型枠用受け台6をブロック状に形成しておいて、床用ハーフ型枠部5の所定位置に仮止めすることでも、その施工は可能である。
【0027】
次に示す図3は、本発明によるハーフPC板の第2の実施形態を示すための部分断面にした斜視図であるが、上記実施の形態と同様の部位については同一の符号で表示している。
【0028】
本実施の形態におけるハーフPC板20は、ベランダ、バルコニー及び廊下の手摺り壁もしくは逆梁等の立上り部を施工するために用いられるものであり、床用ハーフ型枠部21と立上り部22とを連続して成るL型ハーフ型枠23と、床用ハーフ型枠部21の所定位置に配置する浮かし型枠用受け台6とから構成されている。
【0029】
本実施の形態では、柱24と逆梁25を施工するために、柱用の外側型枠26と浮かし型枠27、逆梁用のハーフPC板20と浮かし型枠28を配置している。ハーフPC板20は、床面用のコンクリートを打設するためにL型ハーフ型枠23の床用ハーフ型枠部21を適用させ、逆梁25に相当する立上り部におけるコンクリートの打設にはL型ハーフ型枠23の立上り部22を適応させており、立上り部22に対峙させて逆梁25用の浮かし型枠28を配置している。
【0030】
そして、柱24用の浮かし型枠27は、柱24を構成する主筋9の周囲に配置された浮かし型枠用受け台6の上に固定されており、逆梁25用の浮かし型枠28は、鉄筋10を間にして配置されている浮かし型枠用受け台6の上に固定されている。
【0031】
各浮かし型枠が、ボルト等の固定具11によって浮かし型枠用受け台に固着され、セパレータ12と単管13及び押え治具14を用いて組み立てられている点は、上記実施の形態と同様である。
【0032】
又、浮かし型枠用受け台6、6の間に配置されている金網15で、柱24及び逆梁25用の立上りコンクリートが打設される際に流動するのを抑止させている点も上記実施の形態と同様である。
【0033】
図4は、本実施の形態に用いるハーフPC板20を示す正面図(a)と側面図(b)であり、床用ハーフ型枠部21と立上り部22とを連続して成るL型ハーフ型枠23と、床用ハーフ型枠部21の所定位置に配置する浮かし型枠用受け台6とからハーフPC板20が構成されている。
【0034】
L型ハーフ型枠23は、床用ハーフ型枠部21とこれに垂直に連続して構成されている立上り部22とから構成されており、床用ハーフ型枠部21の所定位置には、必要とする複数の浮かし型枠用受け台6を配置してハーフPC板20を構成している。
【0035】
尚、床用ハーフ型枠部21の表面にトラス筋17を配置して打設コンクリートとの接着力を強化する点、床用ハーフ型枠部5の表面の所定位置に配置された浮かし型枠用受け台6の上面に浮かし型枠を固着するためのネジ穴18が構成される点及び浮かし型枠用受け台6の設置形態に関して、一体成型もしくはブロック状に形成して床用ハーフ型枠部21に仮止めできる点も上記実施の形態と同様である。
【0036】
次に、本発明による施工法について説明する。
本発明による施工法は、所定の位置に配置された浮かし型枠用受け台を備えて成る平板状、もしくは床用ハーフ型枠部と立上り部とを連続して成るL型ハーフ型枠から構成されているハーフPC板を設置し、次いで浮かし型枠用受け台の上に浮かし型枠を固定して、しかる後にコンクリートを打設するものである。
【0037】
以下に、本発明による施工法の実施の形態を図面に基づいて詳細に説明するが、図5は、床面に柱2と逆梁3を施工するためにハーフPC板4を設置する本発明の施工法における各工程を示している。
【0038】
図5(a)は、ハーフPC板の設置工程を示しているものであり、所定位置に浮かし型枠用受け台6を配置されている平板状の床用ハーフ型枠部5が、柱主筋9の周辺に配置されている。
床用ハーフ型枠部5は、床面用のコンクリートの打設に対応させており、同時に逆梁3の鉄筋10が床用ハーフ型枠部5上の浮かし型枠用受け台6、6の間に配筋されている。
【0039】
尚、本実施の形態は、平板状の床用ハーフ型枠部5から成るハーフPC板4を対象にしているが、上述した床用ハーフ型枠部21と立上り部22とを連続して成るL型ハーフ型枠23を対象にしても、その施工工程は本質的に変るものでないので、以下の説明は、平板状の床用ハーフ型枠部5から成るハーフPC板4のみについて行なっている。
【0040】
図5(b)は、浮かし型枠の設置工程を示しているものであり、床用ハーフ型枠部5の配置と同時に、柱2及び逆梁3用の立上りコンクリートを打設するために、柱2用の浮かし型枠7と逆梁3用の浮かし型枠8、8を配置している。
各浮かし型枠は、ボルト等の固定具11によって浮かし型枠用受け台に固着されると共に、図示のようにセパレータ12と単管13及び押え治具14を用いる通常の保持形態で組み立てられている。
【0041】
図5(c)は、床スラブ、柱及び逆打ち梁のコンクリートを打設する工程を示している。
ハーフPC板4と各浮かし型枠7、8等が配置された後に、床スラブ、逆梁及び柱のコンクリートが打設される。逆梁や柱の打設コンクリートは、上述の浮かし型枠用受け台6、6の間に配置されている金網15によって、床スラブ側に流動するのを適宜に抑止されており、全体が円滑にコンクリート19の打設を完了して床用ハーフ型枠部5と一体に構成されることになる。
【0042】
図5(d)は、床スラブ、柱及び逆打ち梁の施工が完了する工程を示している。
上述の各工程を経てのコンクリート打設は、所定の養生後に各浮かし型枠7、8等を脱型することで完了するものであり、床面1や床面上の柱2及び逆梁3の施工を終了している。
【0043】
以上のように、本発明による施工は、所定の位置に配置された浮かし型枠用受け台を備えて成る平板状もしくは床用ハーフ型枠部と立上り部とを連続して成るL型ハーフ型枠のハーフPC板を設置し、浮かし型枠用受け台の上に浮かし型枠を固定してからコンクリートを打設しているので、浮かし型枠の設置を高精度かつ簡易に施工することでコストを低減しながら高品質を確保している。
【0044】
以上、本発明を実施の形態に基づいて詳細に説明してきたが、本発明によるハーフPC板とそれを用いる施工法は、上記実施の形態に何ら限定されるものでなく、建物躯体の具体的な形状等については本発明の上記の趣旨を逸脱しない範囲において、種々の変更が可能であることは当然である。
【0045】
【発明の効果】
請求項1に記載のハーフPC板は、浮かし型枠を用いる施工に適用するハーフPC板において、床用ハーフ型枠部と床用ハーフ型枠部の所定位置に配置する浮かし型枠用受け台とから構成されているので、浮かし型枠の設置を高精度かつ簡易にしながら施工品質を確保できる効果を奏している。
【0046】
請求項2に記載のハーフPC板は、浮かし型枠を用いる施工に適用するハーフPC板において、床用ハーフ型枠部と立上り部とを連続して成るL型ハーフ型枠と床用ハーフ型枠部の所定位置に配置する浮かし型枠用受け台とから構成されているので、手摺り壁や逆梁のように垂直壁を施工する浮かし型枠の設置を高精度かつ簡易にしながら施工品質を確保できる効果を奏している。
【0047】
請求項3に記載のハーフPC板は、請求項1又は2に記載のハーフPC板において、浮かし型枠用受け台を床用ハーフ型枠部と一体に成型することを特徴としているので、上記効果に加えて、浮かし型枠用受け台の位置設定を確立できる効果を奏している。
【0048】
本発明による施工法は、上記ハーフPC板を用いる施工法であって、少なくとも浮かし型枠用受け台を備えて成るハーフPC板を設置し、次いで浮かし型枠用受け台の上に浮かし型枠を固定して、しかる後にコンクリートを打設し、ハーフPC板を、床用ハーフ型枠部と立上り部とを連続して成るL型ハーフ型枠と床用ハーフ型枠部の所定位置に配置する浮かし型枠用受け台とから構成することを特徴としているので、浮かし型枠の設置を高精度かつ簡易に施工することでコストを低減しながら品質を確保できる効果を奏している。
【図面の簡単な説明】
【図1】本発明によるハーフPC板を適用する第1の実施の形態を示す部分断面の斜視図
【 図2】本発明によるハーフPC板に関する第1の実施の形態図
【 図3】本発明によるハーフPC板を適用する第2の実施の形態を示す部分断面の斜視図
【 図4】本発明によるハーフPC板に関する第2の実施の形態図
【 図5】本発明によるハーフPC板を用いる施工法を示す工程図
【 図6】従来の浮かし型枠を用いる施工例図
【符号の説明】
1 床面、 2、24 柱、 3、25 逆梁、 4、20 ハーフPC板、
5、21 床用ハーフ型枠部、 6 浮かし型枠用受け台、
7、8 浮かし型枠、 9 主筋、 10 鉄筋、 11 固定具、
12 セパレータ、 13 単管、 14 押え治具、 15 金網、
16 鉄筋用スペーサー、 17 トラス筋、 18 ネジ穴、
19 コンクリート、 22 立上り部、 23 L型ハーフ型枠、
26 外側型枠、 27、28 浮かし型枠、 30 バルコニー型枠、
31 スラブ用下型枠、 32 直壁用外型枠、 33 浮かし型枠、
34 堰板、 35 コンクリートの打設空間、 36 空間、
37 鉄筋、 38 受金物、 38−1 鋼製脚部、 38−2 受け部、
40 ベランダ型枠、 41 床型枠、 42 外側型枠、
43 浮かし型枠、 44 受金物、 45 ベランダ、 46 床、
47 手摺壁、
[0001]
TECHNICAL FIELD OF THE INVENTION
The present invention relates to a half-PC board and a construction method using the same, and more particularly, to a half-PC board capable of easily and accurately installing a floating formwork and a construction method using the same.
[0002]
[Prior art]
When a building has a floor and pillars, walls or inverted beams on the floor surface, in particular, railing walls such as verandas, balconies and corridors, and straight walls forming the outer shell of the building such as inverted beams In the case of (1), a floating formwork may be used when installing a concrete formwork for constructing the pillars, rising walls, and the like that are arranged.
[0003]
As an example of the construction in the case of employing these floating forms, as shown in FIG. 6 (a), a balcony form 30 is assembled vertically on a lower form 31 for a slab, on its end. The outer mold frame 32 for a straight wall and the floating mold frame 33 assembled parallel to the inside of the outer mold frame 32 for a straight wall. Each formwork is assembled by a weir plate 34 and a large number of supports and separators (not shown) for holding the same, and a concrete casting space 35 is provided between the outer formwork 32 for straight walls and the inner formwork 33 for straight walls. Similarly, a space 36 for forming concrete is formed on the lower mold frame 31 for the slab, and a polytechnical reinforcing bar 37 and the like that bends and extends to the spaces 35 and 36 are incorporated.
[0004]
In this case, the bottom of the floating mold frame 33 is supported by a metal receiving member 38 as shown in the figure. The metal receiving member 38 is formed by appropriately diverting a bent steel butter angle receiver or the like. It is composed of a leg part 38-1 and a horizontal receiving part 38-2, and stands upright on the lower mold frame 31 for slab. However, since the receiving object 38 is empirically arranged by the worker on the lower mold frame 31 for the slab and is not securely fixed, the arrangement position is determined and stable. As for the gender, I simply expected the result.
[0005]
Furthermore, the concrete after the construction has formed a permeation hole formed through each receiving object, causing drainage from the gutter to drop downstairs and corroding the reinforcing steel.
[0006]
[Patent Document 1]
JP-A-9-32107, (Page 3, paragraphs 0010 to 0011, FIG. 2)
[0007]
In another example shown in FIG. 6B, the veranda form 40 includes a floor form 41, an outer form 42 and a floating form 43, and the veranda form 40 is a floor form 41. Is installed, the outer formwork 42 is erected, and the receiving object 44 is erected on the floor formwork 41 to mount the floating formwork 43 as the inner formwork. A veranda 45 made by casting concrete on the floor forms a veranda floor 46 and a handrail wall 47.
[0008]
Therefore, the floating form 43 is supported by the receiving object 45 on the floor form 41, but the establishment of the receiving object 45 is extremely unstable because it is manually performed, and at the same time, the setting is made by this. Since the height to be performed becomes inaccurate, the installation of the floating formwork 43 is not sufficiently insufficient with respect to the determination of the arrangement position and the stability.
[0009]
Also, in the case of this example, the concrete after the construction forms a permeation hole formed through each receiving object, and similarly causes a drainage from the gutter to drop downstairs and a factor that corrodes the reinforcing steel. Was.
[0010]
[Patent Document 2]
Japanese Patent Application Laid-Open No. 2000-29157, (Page 3, Paragraph 1700-0027, FIG. 1)
[0011]
As described above, the application of the floating formwork in the related art has many problems as follows because the installation of the receiving object on the floor formwork is performed manually, and secures high-quality construction. Therefore, immediate improvement was desired.
[0012]
(1) A lot of trouble and time were required for construction.
(2) There was considerable variation in construction due to individual differences. (3) Height setting and establishment were unstable.
(4) The installation accuracy of the floating formwork was not secured.
(5) The foreign material is exposed on the concrete surface to form a permeation factor of surface water.
(6) Infiltration water from gutters and the like will drip downstairs and corrode reinforcing steel.
[0013]
[Problems to be solved by the invention]
The present invention has been proposed in view of the above situation, and a half PC board capable of easily and accurately installing a floating formwork by improving the above-mentioned problems pointed out, and a construction method using the same. The purpose is to provide.
[0014]
[Means for Solving the Problems]
The half PC board according to the first aspect of the present invention is a half PC board applied to construction using a floating formwork, and a floating formwork arranged at a predetermined position on a floor half formwork section and a floor half formwork section. It is composed of a pedestal and a floating formwork, which ensures high-precision and high-quality installation while simplifying the installation of the floating formwork.
[0015]
A half-PC board according to the invention of claim 2 is a half-PC board applied to construction using a floating formwork, wherein an L-type half formwork and a floor are formed by continuously forming a floor half-form section and a rising section. It consists of a floating formwork cradle placed at a predetermined position on the half formwork part, and installing a floating formwork that constructs a vertical wall such as a handrail wall or a reverse beam with high precision and ease Ensures construction quality.
[0016]
The half-PC board according to the third aspect of the present invention is characterized in that, in the half-PC board according to the first or second aspect, the floating form receiving base is formed integrally with the floor half form part. In addition to the above functions, the position setting of the floating form receiving base is established.
[0017]
The construction method according to the present invention is a construction method using the above half PC board, in which a half PC board having at least a floating form receiving base is installed, and then the floating form is placed on the floating form receiving base. Is fixed, and then concrete is cast. The half-PC board is formed at a predetermined position of the L-shaped half formwork and the floor half-formwork part, which are composed of the floor half-form part and the rising part continuous. It is characterized by comprising a floating formwork pedestal to be placed in the center, and the quality is secured while reducing the cost by installing the floating formwork with high accuracy and simple construction.
[0018]
BEST MODE FOR CARRYING OUT THE INVENTION
A half-PC board according to the present invention is a flat half-frame for floor, or an L-shaped half-frame having a floor half-frame and a rising portion continuous with each other, and a predetermined position of each half-frame for floor. Floating formwork pedestal to be placed on the floor, and this makes it possible to use the floating formwork used when constructing columns, walls and inverted beams on the floor surface, or verandas, balconies and handrail walls in corridors, etc. The construction quality is ensured while installing with high precision and ease.
Hereinafter, embodiments of a half PC board according to the present invention will be described in detail with reference to the drawings.
[0019]
FIG. 1 is a perspective view of a partial section showing a first embodiment of a half PC board according to the present invention.
In the present embodiment, a half PC board 4 is installed in order to construct the columns 2 and the inverted beams 3 on the floor surface 1. Since the half PC board 4 is composed of a flat floor half-frame part 5 and a floating form receiving base 6 arranged at a predetermined position of the floor half-frame part 5, the half PC board 4 At the same time, the floor half-form 5 for placing the concrete is placed, and at the same time, the floating form 7 for the pillar 2 and the upright Floating molds 8, 8 are arranged.
[0020]
The floating formwork 7 for the column 2 is fixed on a support 6 for the floating formwork arranged around the main reinforcement 9 constituting the column 2, and the floating formwork 8 for the inverted beam 3 is Are fixed to the floating form receiving pedestals 6, 6 which are arranged with the reinforcing bar 10 therebetween.
[0021]
Each floating form is fixed to the floating form receiving base by a fixing tool 11 such as a bolt, and is assembled in a normal holding form using a separator 12, a single tube 13 and a holding jig 14 as shown in the drawing. I have.
[0022]
The wire mesh 15 arranged between the floating form receiving bases 6 and 6 is arranged so as to cover the reinforcing bar spacers 16 of the floor half form part 5, and is used for the column 2 and the inverted beam 3. The concrete countermeasures are taken to prevent the flow of concrete when placing concrete.
[0023]
In the subsequent construction, after arranging the half PC board 4 and the respective floating formwork 7, 8 and the like, the concrete of the floor slab, the reverse beam, and the column is cast, and the predetermined concrete of the cast concrete is used. After curing, the floating molds 7, 8 and the like are removed from the mold to construct the floor, pillars and inverted beams on the floor surface.
[0024]
As described above, the half PC board 4 according to the present embodiment is composed of the flat floor half-frame 5 and the floating frame receiving base 6 arranged at a predetermined position of the floor half-frame 5. It is configured as shown in a front view (a) and a side view (b) of FIG.
[0025]
That is, the floor half form 5 is configured so that the truss bars 17 are arranged as usual on the surface thereof to enhance the adhesive force with the cast concrete. A predetermined number of floating form receiving pedestals 6 are arranged at positions, and a screw hole 18 for fixing the floating form is formed on the upper surface of the floating form receiving pedestal 6.
Thus, in the present embodiment, the floating form receiving portion 6 is integrally molded when the floor half form 5 is formed. However, the floating form receiving part 6 for the floor half form 5 is formed. The installation of the cradle 6 for frames is not limited to this. If necessary, the cradle 6 for floating forms is formed in a block shape, and the half form section 5 for floors is formed. The work can also be performed by temporarily fixing at a predetermined position.
[0027]
FIG. 3 shown below is a partial cross-sectional perspective view of a half PC board according to a second embodiment of the present invention. Parts similar to those in the above embodiment are denoted by the same reference numerals. I have.
[0028]
The half PC board 20 in the present embodiment is used for constructing a rising portion such as a veranda, a balcony and a handrail wall or a reverse beam of a corridor, and includes a floor half-frame portion 21 and a rising portion 22. Are formed continuously, and a floating form receiving base 6 arranged at a predetermined position of the floor half form portion 21.
[0029]
In the present embodiment, in order to construct the column 24 and the inverted beam 25, the outer formwork 26 and the floating formwork 27 for the column, the half PC board 20 for the inverted beam, and the floating formwork 28 are arranged. The half PC board 20 is formed by applying the floor half formwork 21 of the L-shaped half formwork 23 to cast concrete for the floor surface. The rising part 22 of the L-shaped half form 23 is adapted, and a floating form 28 for the inverted beam 25 is arranged so as to face the rising part 22.
[0030]
The floating formwork 27 for the column 24 is fixed on the floating form receiving base 6 arranged around the main reinforcement 9 constituting the column 24, and the floating formwork 28 for the inverted beam 25 is , Is fixed on a floating form receiving pedestal 6 arranged with a reinforcing bar 10 therebetween.
[0031]
The point that each floating form is fixed to the floating form receiving base by fixtures 11 such as bolts and assembled using the separator 12, the single tube 13 and the holding jig 14 is similar to the above-described embodiment. It is.
[0032]
In addition, the wire mesh 15 disposed between the floating form receiving bases 6 and 6 suppresses the flow of the rising concrete for the columns 24 and the reverse beams 25 when the concrete is poured. This is the same as the embodiment.
[0033]
FIG. 4 is a front view (a) and a side view (b) showing a half PC board 20 used in the present embodiment, and is an L-shaped half formed by continuously forming a floor half frame portion 21 and a rising portion 22. The half PC board 20 is composed of the formwork 23 and the floating formwork pedestal 6 arranged at a predetermined position of the floor half formwork 21.
[0034]
The L-shaped half form 23 is composed of a floor half form 21 and a rising portion 22 which is vertically continuous with the floor half form 21, and at a predetermined position of the floor half form 21, The half PC board 20 is configured by arranging a plurality of required floating form receiving bases 6.
[0035]
The point that the truss bars 17 are arranged on the surface of the floor half form part 21 to enhance the adhesive force with the cast concrete, and that the floating form part arranged at a predetermined position on the surface of the floor half form part 5 is used. With respect to the point where the screw holes 18 for fixing the floating formwork are formed on the upper surface of the support form 6 and the installation form of the formwork support 6, the floor form half formwork is integrally formed or formed in a block shape. The point which can be temporarily fixed to the part 21 is also the same as that of the said embodiment.
[0036]
Next, the construction method according to the present invention will be described.
The construction method according to the present invention comprises a flat plate having a floating form receiving base arranged at a predetermined position, or an L-shaped half form having a floor half form part and a rising part continuously formed. The half PC board is placed, and then the floating formwork is fixed on the floating formwork pedestal, and then concrete is poured.
[0037]
Hereinafter, an embodiment of the construction method according to the present invention will be described in detail with reference to the drawings. FIG. 5 shows the present invention in which a half PC board 4 is installed to construct a column 2 and a reverse beam 3 on a floor surface. Each step in the construction method is shown.
[0038]
FIG. 5 (a) shows a process of installing a half PC board, in which a flat floor half frame portion 5 having a floating frame receiving base 6 arranged at a predetermined position is provided with a pillar main bar. 9 are arranged in the vicinity.
The floor half form part 5 is adapted to cast concrete for the floor surface, and at the same time, the reinforcing bar 10 of the inverted beam 3 is mounted on the floating form receiving pedestals 6, 6 on the floor half form part 5. Arranged in between.
[0039]
Although the present embodiment is directed to the half PC board 4 including the flat floor half-frame portion 5, the above-described floor half-frame portion 21 and the rising portion 22 are formed continuously. Even if the L-shaped half formwork 23 is targeted, the construction process is essentially the same, so the following description is made only for the half PC board 4 including the flat floor half formwork portion 5. .
[0040]
FIG. 5 (b) shows the process of installing the floating formwork, and simultaneously with the placement of the half formwork section 5 for the floor, the upright concrete for the column 2 and the inverted beam 3 is cast. The floating formwork 7 for the column 2 and the floating formwork 8 for the inverted beam 3 are arranged.
Each floating form is fixed to the floating form receiving base by a fixing tool 11 such as a bolt, and is assembled in a normal holding form using a separator 12, a single tube 13 and a holding jig 14 as shown in the drawing. I have.
[0041]
FIG. 5 (c) shows a step of placing concrete of a floor slab, a column, and a counter beam.
After the half PC board 4 and the respective floating forms 7, 8 and the like are arranged, the concrete of the floor slab, the inverted beam, and the column is cast. The cast concrete of the reverse beams and columns is appropriately prevented from flowing to the floor slab side by the wire mesh 15 disposed between the floating form receiving pedestals 6 and 6, and the whole is smooth. After the concrete 19 is poured, the concrete form 19 is integrated with the floor half-frame 5.
[0042]
FIG. 5D shows a process in which the construction of the floor slab, the column, and the counter beam is completed.
Concrete casting after each of the above-mentioned steps is completed by removing the floating molds 7, 8 and the like after predetermined curing, and the floor surface 1, the pillar 2 on the floor surface, and the reverse beam 3 Construction has been completed.
[0043]
As described above, the construction according to the present invention is an L-shaped half-type in which a flat form or a floor half-form part having a floating form receiving stand arranged at a predetermined position and a rising part are continuously formed. Since the half PC board of the frame is installed, and the floating formwork is fixed on the floating formwork pedestal and concrete is cast, the installation of the floating formwork can be performed with high accuracy and simple construction. High quality is ensured while reducing costs.
[0044]
As mentioned above, although this invention was demonstrated in detail based on embodiment, the half PC board by this invention and the construction method using it are not limited to the said embodiment at all, and the concrete It goes without saying that various modifications can be made to various shapes and the like without departing from the gist of the present invention.
[0045]
【The invention's effect】
The half-PC board according to claim 1, wherein the half-PC board is applied to a construction using a floating formwork, and the half-form frame portion for a floor and a pedestal for a floating formwork arranged at predetermined positions of the half-form frame portion for a floor. Therefore, there is an effect that the construction quality can be ensured while installing the floating formwork with high accuracy and simplicity.
[0046]
The half-PC board according to claim 2, which is a half-PC board applied to a construction using a floating formwork, wherein an L-type half formwork and a floor half-form are formed by continuously forming a floor half-form part and a rising part. Since it is composed of a floating formwork cradle placed at a predetermined position on the frame part, the construction quality can be set up with high accuracy and easy installation of the floating formwork for constructing vertical walls such as handrail walls and inverted beams The effect that can be ensured is achieved.
[0047]
The half PC board according to claim 3 is characterized in that, in the half PC board according to claim 1 or 2, the floating form receiving base is molded integrally with the floor half form section. In addition to the effects, there is an effect that the position setting of the cradle for the floating form can be established.
[0048]
The construction method according to the present invention is a construction method using the above half PC board, in which a half PC board having at least a floating form receiving base is installed, and then the floating form is placed on the floating form receiving base. Is fixed, and then concrete is cast, and the half PC board is placed at a predetermined position on the L-shaped half formwork and the floor half formwork part, which are composed of the floor half-form part and the rising part continuous. Since the present invention is characterized in that it is constituted by a floating formwork pedestal, the installation of the floating formwork can be performed with high accuracy and in a simple manner, so that it is possible to reduce costs and secure quality.
[Brief description of the drawings]
FIG. 1 is a partial cross-sectional perspective view showing a first embodiment to which a half PC board according to the present invention is applied. FIG. 2 is a first embodiment diagram relating to a half PC board according to the present invention. FIG. 4 is a partial cross-sectional perspective view showing a second embodiment in which a half-PC board according to the present invention is applied. FIG. 4 is a second embodiment of a half-PC board according to the present invention. Process diagram showing construction method [Fig. 6] Construction example diagram using conventional floating form [Explanation of reference numerals]
1 floor, 2,24 pillars, 3,25 inverted beams, 4,20 half PC board,
5, 21 Floor half formwork, 6 Floating formwork cradle,
7, 8 Floating formwork, 9 Main reinforcement, 10 Rebar, 11 Fixture,
12 separator, 13 single tube, 14 holding jig, 15 wire mesh,
16 Spacer for reinforcing bar, 17 Truss bar, 18 screw hole,
19 concrete, 22 rising part, 23 L-shaped half formwork,
26 outer formwork, 27, 28 floating formwork, 30 balcony formwork,
31 Lower formwork for slab, 32 Outer formwork for straight wall, 33 Floating formwork,
34 dam board, 35 concrete casting space, 36 space,
37 rebar, 38 metal fittings, 38-1 steel leg, 38-2 receiving part,
40 veranda formwork, 41 floor formwork, 42 outer formwork,
43 Floating formwork, 44 Hardware, 45 Veranda, 46 Floor,
47 railing wall,

Claims (5)

浮かし型枠を用いる施工に適用するハーフPC板であって、床用ハーフ型枠部と該床用ハーフ型枠部の所定位置に配置する浮かし型枠用受け台とから構成されるハーフPC板。What is claimed is: 1. A half-PC board applied to a construction using a floating formwork, comprising a half-form part for a floor and a pedestal for a floating form placed at a predetermined position on the half-form part for a floor. . 浮かし型枠を用いる施工に適用するハーフPC板であって、床用ハーフ型枠部と立上り部とを連続して成るL型ハーフ型枠と該床用ハーフ型枠部の所定位置に配置する浮かし型枠用受け台とから構成されるハーフPC板。A half-PC board applied to construction using a floating formwork, wherein an L-type half formwork comprising a continuous floor half-form part and a rising part and a predetermined position of the floor half-form part are arranged. A half PC board composed of a floating form support. 浮かし型枠用受け台が、床用ハーフ型枠部と一体に成型されることを特徴とする請求項1又は2に記載のハーフPC板。The half PC board according to claim 1 or 2, wherein the floating form receiving base is formed integrally with the floor half form part. 請求項1乃至3のいずれかに記載のハーフPC板を用いる施工法であって、少なくとも浮かし型枠用受け台を備えて成るハーフPC板を設置し、次いで該浮かし型枠用受け台の上に浮かし型枠を固定し、しかる後にコンクリートを打設することを特徴とする施工法。A construction method using the half PC board according to any one of claims 1 to 3, wherein a half PC board including at least a floating form support is installed, and then the floating form support is mounted on the half PC board. A method of construction characterized by fixing a formwork and then pouring concrete. ハーフPC板が、床用ハーフ型枠部と立上り部とを連続して成るL型ハーフ型枠と該床用ハーフ型枠部の所定位置に配置する浮かし型枠用受け台とから構成されることを特徴とする請求項4に記載の施工法。The half-PC board is composed of an L-shaped half form having a floor half-form part and a rising part continuous with each other, and a floating form-form receiving base arranged at a predetermined position of the floor half-form part. The construction method according to claim 4, wherein:
JP2002373339A 2002-12-25 2002-12-25 Half PC board and construction method using it Expired - Fee Related JP4010937B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2002373339A JP4010937B2 (en) 2002-12-25 2002-12-25 Half PC board and construction method using it

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2002373339A JP4010937B2 (en) 2002-12-25 2002-12-25 Half PC board and construction method using it

Publications (2)

Publication Number Publication Date
JP2004204505A true JP2004204505A (en) 2004-07-22
JP4010937B2 JP4010937B2 (en) 2007-11-21

Family

ID=32811643

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2002373339A Expired - Fee Related JP4010937B2 (en) 2002-12-25 2002-12-25 Half PC board and construction method using it

Country Status (1)

Country Link
JP (1) JP4010937B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101574253B1 (en) * 2015-03-05 2015-12-04 주식회사 태영피씨엠 A method for construction using a twin wall structure using a PC panel

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101574253B1 (en) * 2015-03-05 2015-12-04 주식회사 태영피씨엠 A method for construction using a twin wall structure using a PC panel

Also Published As

Publication number Publication date
JP4010937B2 (en) 2007-11-21

Similar Documents

Publication Publication Date Title
KR101011417B1 (en) System Formwork for FSM
KR20180045140A (en) The structure of non-binding dismantling formwork beams and deck plates without the need to secure jobs
CN111206768B (en) Light beam plate structure platform and construction method thereof
CN114482529A (en) Back-jacking construction method for post-cast strip galvanized steel pipe support frame
KR101451877B1 (en) Execution structure for concrete slab
US20090121373A1 (en) Method and Apparatus for Construction
EP1561874A1 (en) Connecting device and node for buildings with prefabricated elements
JP2006322154A (en) Foundation construction method of building
CN215291438U (en) Independent bearing structure of post-cast strip
JP2004204505A (en) Half prestressed concrete plate and construction method using the same
JP2000234410A (en) Driven form and slab construction method making use thereof
KR100778139B1 (en) Frame for length adjustment in horizontal prop of mold
JP3453895B2 (en) How to install anchor bolts on large steel frames
RU2008105317A (en) BALCONY DESIGN AND METHOD FOR ITS MANUFACTURE
KR200298061Y1 (en) divided supporter structure for supporting a mould for forming a concrete united wall
KR100296744B1 (en) Mold installation of cement concrete building using horizontal mold rest and execution method
JP3019766B2 (en) Method of constructing formwork for concrete structures
KR20000040928A (en) Structure for mounting mold of steel-reinforced concrete to reduced height of floor
KR20100057991A (en) Concrete slab mold assembly and method for constructing slab
KR960011365B1 (en) Construction method of steel-frame/steel concrete beam
JPH06146579A (en) Frame unit and construction of stepwise slab by use thereof
KR200348041Y1 (en) horizontal support bar for slab form
JP2007205078A (en) Deck with truss reinforcement
JP2002250130A (en) Method for construction multilayer concrete structure
JP2651477B2 (en) Structure for mounting the outer frame of the building

Legal Events

Date Code Title Description
RD03 Notification of appointment of power of attorney

Free format text: JAPANESE INTERMEDIATE CODE: A7423

Effective date: 20040601

A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20050706

A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20070219

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20070320

A521 Written amendment

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20070514

TRDD Decision of grant or rejection written
A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 20070821

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20070904

R150 Certificate of patent or registration of utility model

Free format text: JAPANESE INTERMEDIATE CODE: R150

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20100914

Year of fee payment: 3

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20130914

Year of fee payment: 6

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

LAPS Cancellation because of no payment of annual fees