JPS594755A - Slide type frame apparatus for casting concrete structure - Google Patents

Slide type frame apparatus for casting concrete structure

Info

Publication number
JPS594755A
JPS594755A JP10986082A JP10986082A JPS594755A JP S594755 A JPS594755 A JP S594755A JP 10986082 A JP10986082 A JP 10986082A JP 10986082 A JP10986082 A JP 10986082A JP S594755 A JPS594755 A JP S594755A
Authority
JP
Japan
Prior art keywords
concrete
formwork
concrete structure
type frame
slide type
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
JP10986082A
Other languages
Japanese (ja)
Other versions
JPH0235105B2 (en
Inventor
崎本 純治
茂幸 十河
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.)
Obayashi Gumi Ltd
Original Assignee
Obayashi Gumi Ltd
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 Obayashi Gumi Ltd filed Critical Obayashi Gumi Ltd
Priority to JP10986082A priority Critical patent/JPH0235105B2/en
Publication of JPS594755A publication Critical patent/JPS594755A/en
Publication of JPH0235105B2 publication Critical patent/JPH0235105B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

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) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.

Description

【発明の詳細な説明】 本発明はコンクリート構造体打設用滑動型枠装置に関す
る。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a sliding formwork apparatus for pouring concrete structures.

従来よりスライディングフオーム工法として知られるコ
ンクリートの滑動型枠工法は、サイロ、橋脚、ケーソン
、煙突、井筒、タンク側壁などの築造に応用されている
。この工法は内外の型枠を門型のヨーク体で支持し、該
ヨーク体に固定したクライミングジヤツキが立設ロッド
を伝って登ることにより内外型枠を上昇させ、同時にコ
ンクリートを打設してコンクリート構造体を築造するも
のである。しかしながら、内外型枠間の打設コンクリー
トは内部保有水が閉じ込められているため、初期強度が
弱く、コンクリートが自重に耐えて型枠が上昇するまで
の時間がかかり、また、強固にして均質なコンクリート
構造体が得られないなどの問題があった。
The concrete sliding form construction method, known as the sliding form construction method, has been applied to the construction of silos, piers, caissons, chimneys, wells, tank side walls, etc. In this construction method, the inner and outer formwork is supported by a gate-shaped yoke body, and a climbing jack fixed to the yoke body climbs along the standing rod to raise the inner and outer formwork, and at the same time concrete is poured. This is to construct a concrete structure. However, since the internal water is trapped in the concrete poured between the inner and outer formwork, its initial strength is weak, and it takes time for the concrete to withstand its own weight and the formwork to rise. There were problems such as not being able to obtain a concrete structure.

本発明は上記問題をかんがみてなされたもので、内外型
枠間の打設コンクリートの保有水の脱水を早期に促進さ
せて作業サイクルを早めるとともに密実強固にして均質
なコンクリート構造体を得る滑動型枠装置を提供するこ
とを目的とする。
The present invention has been developed in view of the above-mentioned problems.The present invention accelerates the work cycle by promoting the early dehydration of the water retained in poured concrete between the inner and outer formwork, and also provides a smooth concrete structure that is dense and strong, resulting in a homogeneous concrete structure. The purpose is to provide formwork equipment.

本発明は所定間隔に保って対面する内外の型枠を支持す
るヨーク体と、相隣る該ヨーク体間に架渡する梁体と、
該梁体の所定位置に該内外型枠間を介在させた立設ロッ
ドと着脱自在に固設する挾持装置と、該梁体に相隣る該
挾持装置間の所定位置に、下端に該内外型枠間に昇降可
能のコンクリート加圧板を装着して垂設するジヤツキと
からなることを特徴とするもので、以下図面に基づいて
この発明に係る具体的な装置としての滑動型枠の実施例
を説明する。
The present invention includes a yoke body that supports inner and outer formwork facing each other at a predetermined interval, a beam body that spans between the adjacent yoke bodies,
A clamping device is detachably fixed to an upright rod interposed between the inner and outer formwork at a predetermined position of the beam body, and a clamping device is attached at a lower end between the clamping devices adjacent to the beam body. The sliding formwork is characterized in that it consists of a concrete pressure plate that can be raised and lowered between the formworks, and a vertically installed jack. Explain.

第1図は本発明に係る一つの例として円筒状コンクリー
ト構造体を築造する場合の滑動型枠装置Wを示す。
FIG. 1 shows a sliding formwork device W for constructing a cylindrical concrete structure as an example of the present invention.

/は所定間隔をおいて配置したヨーク体であって、水平
材コと内外垂直材3.3′で構成されている。該内外垂
直材3.3′の内側にそれぞれ復起し材り、り′(図示
せず)を介して、所定間隔に保って対面する内外の連続
した型枠5X5’が支持されている。該内外型枠!、5
′は必要に応じて後述の打設コンクリート乙の内部保有
水を打設コンクリート乙と区別して逃がせるように、そ
の内径が設定された水抜孔(図示せず)が多数配設され
ることができる。7.7′は内外垂直材3.3′の外側
にそれぞれ緊結された作業台である。ざは連続した梁体
であって、相隣る前記ヨーク体/間に架渡している。相
隣る該ヨーク体/間に架渡する該梁体gの中央部に立設
ロッド9用の貫通孔10が設りられている。該梁体gの
上面に該貫通孔ioの位置に合わせて、該立役ロツドワ
と着脱自在の油圧型挾持装置//が固設されている。該
立役ロッド9は前記内外型枠!、57間を介在させ、既
設コンクIJ−)/、2に植設されて上方に延びている
。また、相隣る該挾持装置77間の中間部の該梁体gの
下面に伸縮ピストン/3を備える油圧型ジヤツキ/りが
垂設されている。該ピストン/3の下端に前記内外型枠
5.3′間に昇降可能の連続したコンクリート加圧板/
Sが装着されている。また、該内外型枠、t、j’間に
は縦鉄筋/乙を配し、必要個所に応じて縦鉄筋ささえ板
(図示せず)を設ける5゜なお、/り、7gはコンクリ
ート加圧板/左、ヨーク体/にそれぞれ設けた縦鉄筋用
貫通孔である。また、/9はコンクリート加圧板/左に
設けた立役ロッド用貫通孔である。
/ is a yoke body arranged at a predetermined interval, and is composed of a horizontal member and an inner and outer vertical member 3.3'. Continuous inner and outer forms 5X5' facing each other at a predetermined interval are supported inside the inner and outer vertical members 3.3' through raised members and ribs (not shown), respectively. The inner and outer formwork! , 5
′ may be provided with a large number of drainage holes (not shown) whose inner diameters are set so that the internally held water of the poured concrete B, which will be described later, can be released separately from the poured concrete B, as necessary. can. Reference numerals 7 and 7' designate workbenches that are fastened to the outsides of the inner and outer vertical members 3 and 3', respectively. The yoke body is a continuous beam body, and spans between the adjacent yoke bodies. A through hole 10 for an upright rod 9 is provided in the center of the beam g spanning between adjacent yoke bodies. A hydraulic holding device // which is detachable from the upright rod is fixed on the upper surface of the beam g in alignment with the position of the through hole io. The standing rod 9 is the inner and outer formwork! , 57, and is planted in the existing concrete IJ-)/, 2 and extends upward. Further, a hydraulic jack equipped with a telescopic piston 3 is vertically provided on the lower surface of the beam g at an intermediate portion between the adjacent clamping devices 77. At the lower end of the piston/3, there is a continuous concrete pressure plate that can be raised and lowered between the inner and outer formwork 5.3'.
S is installed. In addition, longitudinal reinforcing bars/B are placed between the inner and outer formworks, t and j', and vertical reinforcing bars supporting plates (not shown) are provided where necessary. /Left: Through holes for vertical reinforcing bars provided in the yoke body/. Also, /9 is a through hole for the upright rod provided on the left side of the concrete pressure plate.

つぎに本発明の滑動型枠装置Wの作用を説明する。Next, the operation of the sliding formwork device W of the present invention will be explained.

第1図において、まず所定位置に液圧作動によって油圧
型挾持装置/Iに挾持された立設ロッド9は、油圧型ジ
ヤツキフグの作動により、コンクリート加圧板/&を装
着したピストン/3が上方に移動すると、コンクリート
の自重以外の該挾持装置//をも含む滑動型枠装置Wの
全荷重を担う状態となる。上方に移動したコンクリート
加圧板15と内外型枠!、s′上端との間の空間を利用
して、内外型枠sz!r’と既設コンクリート/ユを囲
む部分にコンクリート乙が打設される。コンクリート6
打設後、直ちにジャツギ/4’作動により、下方へ移動
するコンクリート加圧板/夕が打設コンクリート6面に
当てると同時に該打設コンクリート乙を、立設ロツドワ
を挾持した挾持装置//を反力にとり、押圧する。この
ようにして、打設コンクリート乙の保有水は内外型枠s
、s’の水抜孔(図示せず)等を経て脱水される。そし
て、該打設コンクリート6は全体的に均一に押圧されて
早期にして初期強度の高い、しかも密実強固にして均質
なものが得られる。しかるのちに、立設ロツドタに対す
る油圧型挾持装置/lの挾持を解放させる。そして、所
定初期強度を有する打設コンクリートAをコンクリート
加圧板/Sを介して反力にとり、油圧型ジヤツキフグの
作動によりピストン/3を伸出させると、内外型枠左、
S′を含む滑動型枠装置Wが上方にピストンの作動所定
ストロークに対応した長さだけ移動する。ついで油圧型
挾持装置//が液圧作動により、立設ロツドワを挾持す
ると同時に、油圧型ジヤツキ/4tのコンクリート加圧
板lSを含むピストン/3を上方へ移動させる。
In Fig. 1, the upright rod 9, which is held in a predetermined position by the hydraulic clamping device /I by hydraulic operation, is moved upward by the piston /3 equipped with the concrete pressure plate /& by the operation of the hydraulic jack blower. When it moves, it assumes the entire load of the sliding formwork W including the clamping device//in addition to the dead weight of the concrete. Concrete pressure plate 15 and inner and outer formwork moved upward! , s′ and the upper end of the inner and outer formwork sz! Concrete B will be poured in the area surrounding r' and the existing concrete/Y. concrete 6
Immediately after pouring, the concrete pressurizing plate that moves downwards hits the 6 sides of the poured concrete by Jatsugi/4' operation, and at the same time, the poured concrete is moved against the clamping device // that clamps the erected concrete. Take force and press. In this way, the retained water of the poured concrete B is transferred to the inner and outer formworks.
, s' (not shown) and the like. Then, the poured concrete 6 is uniformly pressed as a whole, so that it is possible to obtain a solid, solid, homogeneous concrete with high initial strength at an early stage. Thereafter, the clamping of the hydraulic clamping device/l against the vertical rod is released. Then, when the poured concrete A having a predetermined initial strength is used as a reaction force through the concrete pressure plate /S and the piston /3 is extended by the operation of the hydraulic jack puffer, the left side of the inner and outer formwork
The sliding formwork W including S' moves upward by a distance corresponding to the predetermined stroke of the piston. Next, the hydraulic clamping device // clamps the standing rod by hydraulic operation, and at the same time moves the piston /3 containing the hydraulic jack /4t concrete pressure plate IS upward.

この操作を繰り返すことにより、上下同一径の中空体を
重ねた円筒状コンクリート構造体が築造される。
By repeating this operation, a cylindrical concrete structure is constructed in which hollow bodies of the same diameter are stacked on top and bottom.

上記滑動型枠装置による築造方法は、円形の中空筒状コ
ンクリート構造体についての記載であるが、本発明装置
は型枠等の配列によって他の形状、楕円形または多角形
などの筒状コンクリート構造体の築造にも適用できるこ
とはいうまでもない。
Although the above-mentioned construction method using the sliding formwork device is described for a circular hollow cylindrical concrete structure, the device of the present invention can be used to construct cylindrical concrete structures of other shapes, such as elliptical or polygonal shapes, depending on the arrangement of the formwork, etc. Needless to say, it can also be applied to the construction of the body.

以上説明した如くこの発明に係る滑動型枠装置によれば
、内外型枠間を介在させた立設ロッドに挾持した挾持装
置を反力にとり、内外型枠間に打設したコンクリートを
押圧したから密実強固にして均質なコンクリートが得ら
れ、また、この打設コンクリートを反力にとりジヤツキ
により早期に滑動型枠装置を上昇させたから作業サイク
ルを早めることができるので、きわめて経済的、合理的
にして、品質のよいコンクリート構造体ができる。
As explained above, according to the sliding formwork device according to the present invention, the clamping device clamped on the erected rod interposed between the inner and outer formworks is used as a reaction force to press the concrete poured between the inner and outer formworks. It is extremely economical and rational because it is possible to obtain dense, strong and homogeneous concrete, and because the sliding formwork device is raised quickly using the jacking by using this poured concrete as a reaction force, the work cycle can be accelerated. As a result, high-quality concrete structures can be created.

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

第1図は本発明に係る滑動型枠装置の斜面図である。 W・・・滑動型枠装置      l・・・ヨ − り
体ユ・・・水 平 材      3.3′・・・内外
垂直材!、5′・・・内外型枠    乙・・・打設コ
ンクリート7.7′・・・作業台  と・・・梁  体
デ・・・立設ロッド    //・・・挟持装置/コ・
・・既設コンクリート      /3 ・・・ ピ 
ス ト ン/4’ 10.ジャ ツキ1h−0,″ンク
リート加圧板 特許出願人 株式会社 大林組 代理人岡田純二
FIG. 1 is a perspective view of a sliding formwork device according to the present invention. W...Sliding formwork device L...Yaw body...Horizontal material 3.3'...Inner and outer vertical members! , 5'... Inner and outer formwork B... Pouring concrete 7.7'... Work bench and... Beam Body... Erecting rod //... Clamping device/Co...
・・Existing concrete /3 ・・Pi
Stone/4' 10. JATSUKI 1h-0,” concrete pressure plate patent applicant Junji Okada, agent of Obayashi Co., Ltd.

Claims (1)

【特許請求の範囲】[Claims] 所定間隔に保って対面する内外の型枠を支持するヨーク
体と、相隣る該ヨーク体間に架渡する梁体と、該梁体の
所定位置に、該内外型枠間を介在させた立設ロッドと着
脱自在に固設する挾持装置と、該梁体に相隣る該挾持装
置間の所定位置に、下端に該内外型枠間に昇降可能のコ
ンクリート加圧板を装着して垂設するジヤツキとからな
ることを特徴とするコンクリート構造体打設用滑動型枠
装置。
A yoke body supporting inner and outer formworks facing each other at a predetermined interval, a beam body spanning between the adjacent yoke bodies, and an intervening between the inner and outer formworks at a predetermined position of the beam body. A clamping device is removably fixed to the standing rod, and a concrete pressure plate that can be raised and lowered between the inner and outer formwork is attached to the lower end of the beam at a predetermined position between the clamping devices adjacent to the beam. A sliding formwork device for pouring concrete structures, characterized in that it consists of a jack that moves.
JP10986082A 1982-06-28 1982-06-28 KONKURIITOKOZOTAIDASETSUYOKATSUDOKATAWAKUSOCHI Expired - Lifetime JPH0235105B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP10986082A JPH0235105B2 (en) 1982-06-28 1982-06-28 KONKURIITOKOZOTAIDASETSUYOKATSUDOKATAWAKUSOCHI

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP10986082A JPH0235105B2 (en) 1982-06-28 1982-06-28 KONKURIITOKOZOTAIDASETSUYOKATSUDOKATAWAKUSOCHI

Publications (2)

Publication Number Publication Date
JPS594755A true JPS594755A (en) 1984-01-11
JPH0235105B2 JPH0235105B2 (en) 1990-08-08

Family

ID=14521023

Family Applications (1)

Application Number Title Priority Date Filing Date
JP10986082A Expired - Lifetime JPH0235105B2 (en) 1982-06-28 1982-06-28 KONKURIITOKOZOTAIDASETSUYOKATSUDOKATAWAKUSOCHI

Country Status (1)

Country Link
JP (1) JPH0235105B2 (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2004218267A (en) * 2003-01-15 2004-08-05 Zenitaka Corp Construction method of columnar structure made of pressurized and dehydrated ready mixed concrete
JP2006083564A (en) * 2004-09-15 2006-03-30 Sogo Concrete Service:Kk Foundation constructing method, pressurizing device for use in the constructing method, and continuous footing or mat foundation constructed by the constructing method
JP5220223B1 (en) * 2012-06-19 2013-06-26 株式会社西部工建 Ready-mixed concrete press for pile holes

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2004218267A (en) * 2003-01-15 2004-08-05 Zenitaka Corp Construction method of columnar structure made of pressurized and dehydrated ready mixed concrete
JP2006083564A (en) * 2004-09-15 2006-03-30 Sogo Concrete Service:Kk Foundation constructing method, pressurizing device for use in the constructing method, and continuous footing or mat foundation constructed by the constructing method
JP4618413B2 (en) * 2004-09-15 2011-01-26 株式会社総合コンクリートサービス Foundation construction method, pressure device used in the construction method, and fabric foundation or solid foundation produced by the construction method
JP5220223B1 (en) * 2012-06-19 2013-06-26 株式会社西部工建 Ready-mixed concrete press for pile holes

Also Published As

Publication number Publication date
JPH0235105B2 (en) 1990-08-08

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