JPS6340058A - Method of formwork construction for concrete capable of being fixed from inside and formwork thereof - Google Patents

Method of formwork construction for concrete capable of being fixed from inside and formwork thereof

Info

Publication number
JPS6340058A
JPS6340058A JP18297586A JP18297586A JPS6340058A JP S6340058 A JPS6340058 A JP S6340058A JP 18297586 A JP18297586 A JP 18297586A JP 18297586 A JP18297586 A JP 18297586A JP S6340058 A JPS6340058 A JP S6340058A
Authority
JP
Japan
Prior art keywords
formwork
concrete
panel
construction
fixed
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.)
Pending
Application number
JP18297586A
Other languages
Japanese (ja)
Inventor
東郷 勉
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to JP18297586A priority Critical patent/JPS6340058A/en
Publication of JPS6340058A publication Critical patent/JPS6340058A/en
Pending legal-status Critical Current

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  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)

Abstract

(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。
(57) [Abstract] This bulletin contains application data before electronic filing, so abstract data is not recorded.

Description

【発明の詳細な説明】 産業上の利用分野 この発明は、構築しようとする構造物の内部より施工・
固定の可能なように考えられたコンクリート用型枠工法
と、それに使用される型枠材に関するものである。
[Detailed Description of the Invention] Industrial Application Field This invention is applicable to construction and construction from the inside of a structure to be constructed.
This article relates to concrete formwork construction methods designed to allow for fixation, and the formwork materials used therein.

従来の技術 従来のコンクリート用型枠の固定方法は、図面1に見ら
れるように、構築しようとするコンクリート壁の両面に
木製その他のパネル材を配し、セパレータと呼ばれるボ
トルで壁厚を保持したのち、両面より木製桟木、フォー
ムタイ、鋼管等の資材を使って締めつけ、緊結・固定す
る事によってコンクリートの側圧力に耐えようとするも
のであった。
Conventional technology As shown in Drawing 1, the conventional method of fixing concrete formwork is to arrange wooden or other panel materials on both sides of the concrete wall to be constructed, and to maintain the wall thickness with bottles called separators. Later, materials such as wooden crosspieces, foam ties, and steel pipes were used to tighten, tie, and secure the structure from both sides in an attempt to withstand the lateral pressure of the concrete.

しかしこの工法では、敷地いっぱいに構造物を建てたい
場合で、型枠の外に作業員が入って作業できるだけの空
地をあけておくか、(図面2参照)もしくは、最初から
鋼管等で補強したパネルを内側より建ち起こし、工事完
了後もそのまま放置しておくかのいずれかであった。(
図面3参照、但しこの場合でも、枠材及び補強材等の関
係で外壁面よりおよそ20cmずつの空地が必要である
し、解体撤去ができない関係から、コストアップ、放置
型枠よりの腐敗、白蟻の発生等の問題があった。) 発明が解決しようとする問題点 しかし、高価な土地を100%有効に活用したいとの要
望は、全ての建築主の願いであるばかりでなく、国土の
狭い日本にとっても非常に有用な研究課題であった。
However, with this construction method, if you want to build a structure that fills the entire site, you must either leave enough open space outside the formwork for workers to work on it (see Drawing 2), or reinforce it with steel pipes etc. from the beginning. The panels were either erected from the inside and left in place after construction was completed. (
Refer to Drawing 3. However, even in this case, an open space of about 20 cm from the outside wall is required due to the frame materials and reinforcing materials, etc., and because it cannot be dismantled and removed, costs increase, rot from abandoned formwork, and termites. There were problems such as the occurrence of ) Problems that the invention aims to solve However, the desire to utilize expensive land 100% effectively is not only the desire of all building owners, but also a very useful research topic for Japan, a country with a small land area. Met.

問題点を解決するための手段 この発明は、それを簡単な方法で実現することに成巧し
たのである。いまそれを図面にもとずいて説明すると、 (イ)パネル受枠(5)を固定し、パネル足元の通り及
び水平レベルを調整する。
Means for Solving the Problem The present invention has succeeded in realizing the problem in a simple manner. To explain it now based on the drawings, (a) Fix the panel support frame (5) and adjust the alignment and horizontal level of the foot of the panel.

(ロ)必要高さに工場で切断された型枠パネル(1)を
、パネル受枠(5)に差し込む。
(b) Insert the formwork panel (1) cut to the required height at the factory into the panel receiving frame (5).

(ハ)頭ツナギ用パネル受枠(5′)を、型枠パネル(
1)の天端に差し込む。
(c) Attach the panel support frame (5') for the head coverlet to the formwork panel (
Insert it into the top of 1).

(ニ)型枠パネル(1)に横胴縁(2)を取りつけて通
りを通すとともに、型枠パネルの構造の一体化を図る。
(d) Attach the horizontal rim (2) to the formwork panel (1) to allow passage through it and to integrate the structure of the formwork panel.

(ホ)セパレータ(3)及び同取付金具(4)を使用し
て壁厚を保持するとともに、内側一般パネル(6)と緊
結する。
(E) Use the separator (3) and its mounting bracket (4) to maintain the wall thickness and connect it tightly with the inner general panel (6).

(へ)内側一般パネルを鋼管その他で締めつけ固定した
のち、サポート、ブレス等で、建ち・通りの調整、保持
する。
(f) After tightening and fixing the inner general panel with steel pipes or other materials, use supports, braces, etc. to adjust and maintain the structure and street.

実施例 なお、実施にあたっては次のような事が考えられる。Example In addition, the following things can be considered in implementation.

(イ)パネル型枠としてキーストンプレート、デッキプ
レート等一般市場流通品を使用する。
(a) Use commercially available products such as keystone plates and deck plates as panel formwork.

(ロ)より強度な剛性を持たせる為、特殊形状の型枠パ
ネルを製作する。
(b) Manufacture specially shaped formwork panels to provide greater strength and rigidity.

(ハ)防錆処理・表面仕上・使用枠材等を考慮して化粧
パネル化を図る。
(c) Consider the rust prevention treatment, surface finish, frame material used, etc. to create a decorative panel.

発明の効果 したがって、この工法を活用してゆけば、(イ)商業地
域等、法的に許す地域であれば、近隣が密集しているよ
うな場所でも、敷地を100%有用に活用できる。
Effects of the Invention Therefore, if this construction method is utilized, (a) 100% of the site can be utilized effectively even in commercial areas and other legally permissible areas, even in densely populated areas.

(ロ)内部からだけの施工が可能なので、従来工事費に
大きな比重を占めていた仮設足場の一部を省略する事が
できる。
(b) Since construction can be carried out only from the inside, it is possible to omit part of the temporary scaffolding, which conventionally accounted for a large proportion of construction costs.

(ハ)型枠パネル材として一般流通型鋼板が使えるので
コストの低限化が図れる。
(c) Since general circulation type steel plates can be used as formwork panel materials, costs can be reduced.

(ニ)特殊な工具、技術を必要としないので、従来の型
枠大工の作業範囲で工事が進められる。
(d) Since no special tools or techniques are required, the construction work can be carried out within the scope of work of conventional formwork carpenters.

(ホ)内部が打放し仕上の場合でも、セパレータ穴の位
置を意匠上自由に設定できる。
(E) Even if the interior is exposed, the position of the separator holes can be set freely in terms of design.

(へ)防錆処理、使用部材等を考慮してやる事によって
、型枠パネル自体がリブ付の美しい化粧外壁材として使
える。
(f) By taking anti-corrosion treatment and the materials used, the form panel itself can be used as a beautiful ribbed decorative exterior wall material.

【図面の簡単な説明】[Brief explanation of drawings]

第1図は、従来行われている型枠固定方法の斜視図。 第2図は、同上(人が外部に入って作業する場合の断面
図。 第3図は、同上(人が外部に入らずに作業する場合の断
面図。) 第4図は、本工法における型枠固定方法の斜視図。 第5図は、同上断面図。 (1)は、特殊型枠パネル (2)は、胴縁アングル (3)は、セパレータ (4)は、セパレータ取付金具 (5)は、パネル受枠 (5′)は、同上 (6)は、一般型枠パネル 特許申請人  東郷  勉
FIG. 1 is a perspective view of a conventional formwork fixing method. Figure 2 is the same as above (a cross-sectional view when a person works outside the building. Figure 3 is a cross-sectional view when a person works outside the building). Figure 4 is a cross-sectional view when a person works without going outside. A perspective view of the formwork fixing method. Figure 5 is a sectional view of the same as above. ) is the panel support frame (5'), and (6) is the general formwork panel patent applicant Tsutomu Togo.

Claims (2)

【特許請求の範囲】[Claims] (1)自立し、コンクリートの側圧力に耐え得るように
折り曲げ加工等の加工を施した型枠パネル(1)及びそ
の附属品(2)〜(5′)と、一般型枠(6)を併用し
て、内部からの作業のみで固定・完成し得るコンクリー
ト用型枠工法。
(1) Formwork panels (1) and their accessories (2) to (5') that have been bent or otherwise processed to stand on their own and withstand the lateral pressure of concrete, and general formwork (6). When used in conjunction with this method, concrete formwork can be fixed and completed by working only from the inside.
(2)内部より固定のできるコンクリート用型枠工法に
おいて、自立し、コンクリートの側圧力に耐え得るよう
に折り曲げ加工等の加工を施した型枠パネル(1)に、
胴縁アングル(2)、セパレータ(3)及び取付金具(
4)〜(5′)をセットして内側の一般型枠と緊結でき
るようにした型枠材。
(2) In the concrete formwork construction method that can be fixed from the inside, the formwork panel (1) is bent or otherwise processed to stand on its own and withstand the lateral pressure of the concrete.
Flange angle (2), separator (3) and mounting bracket (
4) - (5') are set so that the formwork material can be tightly connected to the general formwork inside.
JP18297586A 1986-08-04 1986-08-04 Method of formwork construction for concrete capable of being fixed from inside and formwork thereof Pending JPS6340058A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP18297586A JPS6340058A (en) 1986-08-04 1986-08-04 Method of formwork construction for concrete capable of being fixed from inside and formwork thereof

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP18297586A JPS6340058A (en) 1986-08-04 1986-08-04 Method of formwork construction for concrete capable of being fixed from inside and formwork thereof

Publications (1)

Publication Number Publication Date
JPS6340058A true JPS6340058A (en) 1988-02-20

Family

ID=16127577

Family Applications (1)

Application Number Title Priority Date Filing Date
JP18297586A Pending JPS6340058A (en) 1986-08-04 1986-08-04 Method of formwork construction for concrete capable of being fixed from inside and formwork thereof

Country Status (1)

Country Link
JP (1) JPS6340058A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2011127361A (en) * 2009-12-18 2011-06-30 Takahashi Kanri:Kk Temporary frame rc-0 (zero) with no gap to adjacent land

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2011127361A (en) * 2009-12-18 2011-06-30 Takahashi Kanri:Kk Temporary frame rc-0 (zero) with no gap to adjacent land

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