JP2775215B2 - Method and apparatus for placing concrete in concrete structure - Google Patents

Method and apparatus for placing concrete in concrete structure

Info

Publication number
JP2775215B2
JP2775215B2 JP5023340A JP2334093A JP2775215B2 JP 2775215 B2 JP2775215 B2 JP 2775215B2 JP 5023340 A JP5023340 A JP 5023340A JP 2334093 A JP2334093 A JP 2334093A JP 2775215 B2 JP2775215 B2 JP 2775215B2
Authority
JP
Japan
Prior art keywords
concrete
formwork
dedicated
lifting device
concrete structure
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.)
Expired - Fee Related
Application number
JP5023340A
Other languages
Japanese (ja)
Other versions
JPH06212786A (en
Inventor
與志男 田代
雪久 稲川
光司 岩田
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.)
Maeda Corp
Gifu Industry Co Ltd
Original Assignee
Maeda Corp
Gifu Industry Co 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 Maeda Corp, Gifu Industry Co Ltd filed Critical Maeda Corp
Priority to JP5023340A priority Critical patent/JP2775215B2/en
Publication of JPH06212786A publication Critical patent/JPH06212786A/en
Application granted granted Critical
Publication of JP2775215B2 publication Critical patent/JP2775215B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【産業上の利用分野】本発明は、ダムの上下流面等、コ
ンクリート構造物を、コンクリート打設用型枠を使用し
て連続的にコンクリートを打設する方法および装置に関
するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method and an apparatus for continuously placing concrete on a concrete structure, such as an upstream or downstream surface of a dam, using a concrete placing form.

【0002】[0002]

【従来の技術】従来、ダム等のコンクリート構造物にコ
ンクリートを打設する方法としては、図7に示すよう
に、コンクリート打設用型枠を、コンクリート構造物の
上面に移動自在に設置されたクレーンにより適宜上昇さ
せ、上昇させたコンクリート打設用型枠を作業員により
コンクリート構造物の施行面に固定し、コンクリート打
設後、再び作業員によりコンクリート打設用型枠の固定
を解除し、クレーンによりコンクリート打設用型枠を上
昇させ、この作業を繰り返すことによりコンクリート構
造物の全面にコンクリートを打設することが知られてい
る。
2. Description of the Related Art Conventionally, as a method of placing concrete on a concrete structure such as a dam, as shown in FIG. 7, a concrete casting formwork is movably installed on the upper surface of the concrete structure. It is raised by a crane as appropriate, and the raised concrete casting formwork is fixed to the working surface of the concrete structure by an operator, and after the concrete is cast, the worker again releases the fixing of the concrete casting formwork, It is known that concrete is poured over the entire surface of a concrete structure by raising a concrete casting formwork with a crane and repeating this operation.

【0003】また、本作業において、作業員はコンクリ
ート打設後、コンクリート打設用型枠の固定を解除し、
このコンクリート打設用型枠上に乗ったままの状態で、
クレーンによりこのコンクリート打設用型枠を上昇さ
せ、次の施行面にコンクリート打設用型枠を固定させて
いた。
[0003] In this work, after the concrete is cast, the worker releases the fixing of the concrete casting formwork,
While staying on this concrete casting formwork,
This concrete casting form was raised by a crane, and the concrete casting form was fixed to the next working surface.

【0004】なお、図中60はコンクリート打設用型
枠、62はコンクリート構造物、64は施行上面、66
はクレーン、68は施行面、70は作業員をそれぞれ示
す。
In the drawings, reference numeral 60 denotes a concrete casting form, 62 denotes a concrete structure, 64 denotes an upper surface, 66
Denotes a crane, 68 denotes an execution surface, and 70 denotes a worker.

【0005】[0005]

【発明が解決しようとする課題】従来は、前記の通り、
各コンクリート打設用型枠をそれぞれクレーンで上昇、
移動させ、作業員により固定し、コンクリート打設後、
再び作業員により固定を解除し、各コンクリート打設用
型枠をクレーンでそれぞれ上昇、移動させることにより
行っていたため、作業が長時間を要すると共に、作業員
の安全性に問題があった。
Conventionally, as described above,
Each concrete casting form is lifted by a crane,
Move it, fix it by a worker, and after casting concrete,
Since the fixing was released again by the worker and each concrete casting form was lifted and moved by a crane, the work required a long time, and there was a problem in the safety of the worker.

【0006】本発明は、このような欠点に鑑み、作業時
間の短縮が図れ、作業員の安全性を向上させることがで
きるコンクリート構造物のコンクリート打設方法および
装置を提供することを目的とするものである。
SUMMARY OF THE INVENTION In view of the above drawbacks, an object of the present invention is to provide a method and an apparatus for placing concrete in a concrete structure capable of shortening the working time and improving the safety of workers. Things.

【0007】[0007]

【課題を解決するための手段】本発明の方法は、縦方向
および横方向にそれぞれ複数個ずつ枠体を平行に配置さ
せてなる型枠を複数個並設させ、その上縁を連結させて
なる専用型枠を、コンクリート構造物のコンクリート打
設施行面に多数配設させ、連接する一方の専用型枠を、
この専用型枠を昇降させるための巻上機構を有し、かつ
コンクリート構造物のコンクリート打設施行上面を移動
自在の型枠昇降装置により上昇させ、連接する他方の専
用型枠に、一方の専用型枠の上昇時に遊動状態となる
降手段を装着させて個別に上昇させることにより、各専
用型枠を昇降自在とし、かつ型枠昇降装置用移動装置に
より型枠昇降装置を移動自在とし、専用型枠をコンクリ
ート打設施行面に固定後、この専用型枠内に適宜コンク
リートを打設し、コンクリートを養生硬化させた後、専
用型枠を脱型し、再び型枠昇降装置および型枠昇降装置
用移動装置を介して型枠昇降装置を移動させると共に、
型枠昇降装置を介して連接する一方の専用型枠を上昇さ
せ、かつ昇降手段を介して他方の専用型枠を個別に上昇
させることによりコンクリート構造物のコンクリート打
設施行面に順次コンクリートを打設することを特徴とす
るものであり、本発明の装置は、縦方向および横方向に
それぞれ複数個ずつ枠体を平行に配置させてなる型枠が
複数個並設され、かつその上縁を連結させてなる専用型
枠が多数配設され、連接した一方の専用型枠に、他方の
専用型枠の上昇時に遊動状態となる昇降手段が設けら
れ、連接した他方の専用型枠には、外部に設置された型
枠昇降装置が適宜連結され、型枠昇降装置には移動手段
が設けらたことを特徴とするものである。
According to the method of the present invention, a plurality of frames each having a plurality of frames arranged in parallel in the vertical and horizontal directions are arranged side by side, and the upper edges thereof are connected. A large number of dedicated formwork is placed on the concrete casting surface of the concrete structure, and one of
It has a hoisting mechanism for raising and lowering this dedicated formwork, and raises the concrete casting upper surface of the concrete structure by a movable formwork lifting device, and connects one dedicated formwork to the other connected dedicated formwork. By mounting elevating means which is in a floating state when the form is lifted and individually ascending, each dedicated form can be moved up and down, and the form elevating device is moved by the moving device for the form elevating device. After the concrete form is fixed to the concrete casting surface, the concrete is cast in the form as appropriate, the concrete is cured and hardened, the form is removed, and the form is raised and lowered again. Moving the form lifting device through the apparatus and the moving device for the form lifting device,
By raising one dedicated formwork connected via the form raising / lowering device and individually raising the other dedicated formwork via the lifting / lowering means, concrete is sequentially cast on the concrete placing surface of the concrete structure. The apparatus according to the present invention is characterized in that a plurality of molds each having a plurality of frame bodies arranged in parallel in the vertical direction and the horizontal direction are arranged in parallel, and the upper edge thereof is formed. only type frame connected so composed is arranged a number, a dedicated formwork while continuously connected, the other
Elevating means which is in a floating state when the dedicated form is lifted is provided, a form elevating apparatus installed outside is appropriately connected to the other connected dedicated form, and a moving means is provided in the form elevating apparatus. It is characterized by the fact that

【0008】[0008]

【実施例】本発明に係るコンクリート構造物のコンクリ
ート打設装置について、図1〜図6に基づいて説明す
る。
DESCRIPTION OF THE PREFERRED EMBODIMENTS An apparatus for placing concrete in a concrete structure according to the present invention will be described with reference to FIGS.

【0009】縦方向および横方向にそれぞれ複数個ずつ
枠体12を平行に配置させてなる型枠14が複数個並設
され、かつその上縁を連結させてなる専用型枠16が多
数配設されている。本実施例において、型枠14の上縁
は連結枠体18により連結させてあり、専用型枠16に
は作業員用足場52が設けられている。
A plurality of molds 14 each having a plurality of frame bodies 12 arranged in parallel in the vertical direction and the horizontal direction are arranged in parallel, and a large number of exclusive molds 16 having their upper edges connected are arranged. Have been. In this embodiment, the upper edges of the formwork 14 are connected by a connection frame 18, and the dedicated formwork 16 is provided with a scaffold 52 for workers.

【0010】連接した一方の専用型枠16aに昇降手段
20が設けられている。本実施例において、昇降手段2
0はウインチであり、その先端は滑車22を介して、両
側(図1においては片側は省略)に連接する専用型枠1
6bの下端に固定させてあり、本昇降手段20を備えた
専用型枠16aは昇降手段20により両側の専用型枠1
6bを支点として上昇させることができる。なお、本昇
降手段20は、両側の専用型枠16bの上昇時には、遊
動状態(荷重がゼロの状態)となり、両側の専用型枠1
6bの上昇に支障をきたさないよう配慮されている。ま
た、本昇降手段20を遊動状態とする際には、本昇降手
段20を備えた専用型枠16aがコンクリート構造物4
2のコンクリート打設施行面46に固定されているた
め、本専用型枠16aが落下することはない。
An elevating means 20 is provided on one of the connected exclusive forms 16a. In this embodiment, the lifting means 2
Reference numeral 0 denotes a winch, and the end of the winch is connected to both sides (one side is omitted in FIG. 1) via a pulley 22.
6b, which is fixed to the lower end of the dedicated formwork 16a provided with the lifting / lowering means 20,
6b can be raised using the fulcrum as a fulcrum. When the dedicated molds 16b on both sides are raised, the elevating means 20 is in a floating state (a state where the load is zero), and the exclusive molds 1 on both sides are moved.
6b is not hindered. When the lifting / lowering means 20 is set in the floating state, the exclusive form 16a provided with the lifting / lowering means 20 is attached to the concrete structure 4a.
2 is fixed to the concrete placing surface 46, so that the dedicated formwork 16a does not drop.

【0011】連接した他方(両側)の専用型枠16bに
は、外部に設置された型枠昇降装置24が適宜連結され
ている。本実施例において、型枠昇降装置24は、下部
にキャスター26を備えた基台28内に巻上機構30で
あるウインチが内装されてなるものである。このキャス
ター26を介して本型枠昇降装置24はコンクリート構
造物42のコンクリート打設施行上面44を自由に移動
できる。また、本型枠昇降装置24が専用型枠16bに
適宜連結させてあるのは、コンクリート構造物42の同
一コンクリート打設施行面46上の専用型枠16bを順
次上昇させることができればよいので、同一コンクリー
ト打設施行上面44に1台ずつ設置するか、或いは他の
コンクリート打設施行上面44から移動させることによ
り1台の型枠昇降装置24を併用してコンクリート打設
を行うためである。
A form lifting device 24 installed outside is appropriately connected to the other dedicated form 16b (both sides) connected thereto. In the present embodiment, the form lifting device 24 includes a winch serving as a hoisting mechanism 30 inside a base 28 provided with casters 26 at a lower portion. Through the casters 26, the form lifting device 24 can freely move on the concrete casting upper surface 44 of the concrete structure 42. The reason that the form lifting device 24 is appropriately connected to the dedicated form 16b is that the dedicated form 16b on the same concrete placing surface 46 of the concrete structure 42 can be sequentially raised. This is because concrete placement is carried out by installing one by one on the same concrete placement upper surface 44 or by moving it from the other concrete placement upper surface 44 and using one form lifting device 24 together.

【0012】連接した両専用型枠16a,16bは、安
全性を向上させるため、安全ロープ54によりそれぞれ
連結されている。
[0012] The connected two exclusive formwork 16a, 16b are respectively connected by a safety rope 54 in order to improve safety.

【0013】型枠昇降装置24を、やや離れたコンクリ
ート構造物42の別のコンクリート打設施行上面44へ
移動させるための型枠昇降装置用移動装置32が設けら
ている。本実施例において、型枠昇降装置用移動装置3
2は一般に「ケーブルクレーン」と称されるもので、図
6に示すように、コンクリート構造物42の上方に張設
された主ケーブル34に駆動滑車36を係合させ、この
駆動滑車36に巻上部材38が巻上ケーブル40を介し
て装着されたものである。
There is provided a moving device 32 for the form lifting apparatus for moving the form lifting apparatus 24 to another concrete casting upper surface 44 of the concrete structure 42 which is slightly away. In this embodiment, the moving device 3 for the form lifting device
2, a drive pulley 36 is engaged with a main cable 34 stretched above a concrete structure 42 and wound around the drive pulley 36, as shown in FIG. The upper member 38 is mounted via a hoisting cable 40.

【0014】本発明に係るコンクリート構造物のコンク
リート打設方法をダムにおけるブロック打設(ダムの上
下流面を凹凸状にコンクリート打設すること、図6参
照)について、図1〜図6に基づいて説明する。
A concrete casting method for a concrete structure according to the present invention will be described with reference to FIGS. 1 to 6 with regard to block casting in a dam (concrete casting of the upstream and downstream surfaces of the dam in an uneven shape, see FIG. 6). Will be explained.

【0015】まず多数並設された専用型枠16の連接し
ている一方の専用型枠16bを、コンクリート構造物
(ダム)42のコンクリート打設施行上面44に移動自
在に設置された型枠昇降装置24により、適宜位置まで
上昇させる(図2参照)。
First, one of the connected dedicated forms 16b of a number of dedicated forms 16 arranged side by side is moved up and down on a formwork movably installed on a concrete casting upper surface 44 of a concrete structure (dam) 42. It is raised to a suitable position by the device 24 (see FIG. 2).

【0016】次に、作業員が専用型枠16bに沿って専
用型枠16b上を降り、専用型枠16bの下部を施行面
46に予め装着されたアンカーボルト48にシーボルト
50を介して固定する。
Next, the worker descends on the special form 16b along the special form 16b, and fixes the lower part of the special form 16b to the anchor bolt 48 previously mounted on the working surface 46 via the sea bolt 50. .

【0017】次に、作業員が専用型枠16bに沿って専
用型枠16上を登り、専用型枠16bの上部を施行面4
6に予め装着されたアンカーボルト48にシーボルト5
0を介して固定する。
Next, the worker climbs on the exclusive form 16 along the exclusive form 16b, and puts the upper part of the exclusive form 16b on the working surface 4.
Sea bolt 5 to anchor bolt 48 previously mounted on
Fixed through 0.

【0018】次に、この固定された専用型枠16b内に
コンクリートを打設させ、養生硬化させる。
Next, concrete is poured into the fixed dedicated formwork 16b and cured and hardened.

【0019】次に、コンクリート硬化後、再び作業員に
より専用型枠16bの上下部のシーボルト50をゆる
め、専用型枠16bの固定を解除し(脱型作業)、次の
移動に備える。この移動に備えた専用型枠16bを連続
して上昇させ、次のコンクリート打設を行ってもよい
が、本説明ではブロック打設であるため、この脱型作業
は本専用型枠16bの移動の際にのみ行う。
Next, after the concrete is hardened, the operator again loosens the upper and lower sea bolts 50 at the upper and lower portions of the dedicated formwork 16b to release the fixing of the dedicated formwork 16b (demolding work), and prepares for the next movement. The dedicated formwork 16b for this movement may be raised continuously and the next concrete casting may be performed. However, in this description, since the block is cast, the removal work is performed by moving the dedicated formwork 16b. Perform only when

【0020】また、本専用型枠16bに連接した専用型
枠16aに備えられた昇降手段20により専用型枠16
aを上昇させる際、昇降手段20を駆動させることによ
り適宜位置まで上昇させる。この際、昇降手段20であ
るウインチの先端は連接する両側の専用型枠16bに固
定されているため、この専用型枠16aの固定端を支点
として、ウインチの巻上により本専用型枠16aが上昇
する。
The dedicated form 16a is connected to the dedicated form 16a by the elevating means 20 provided on the dedicated form 16a.
When raising a, it raises to an appropriate position by driving the lifting / lowering means 20. At this time, since the tip of the winch, which is the lifting / lowering means 20, is fixed to the exclusive formwork 16b on both sides that are connected to each other, the dedicated formwork 16a is wound by winding the winch around the fixed end of the exclusive formwork 16a as a fulcrum. To rise.

【0021】上昇させた本専用型枠16aの固定、解
除、コンクリート打設工程は前記型枠昇降装置24の場
合と同様であるため、説明は省略する。
The steps of fixing, releasing, and concrete placing of the raised dedicated formwork 16a are the same as those in the case of the formwork elevating device 24, and the description thereof will be omitted.

【0022】また、各専用型枠16の位置を横方向(図
1において左右方向)に移動させる際、多数並設された
専用型枠16の連接している一方の専用型枠16bは型
枠昇降装置24により移動させる。
Further, when the position of each dedicated form 16 is moved in the horizontal direction (left-right direction in FIG. 1), one dedicated form 16b connected to a number of dedicated forms 16 arranged side by side It is moved by the lifting device 24.

【0023】この際、別のコンクリート打設施行面46
の専用型枠16bを移動させる場合、型枠昇降装置24
を、別の型枠昇降装置用移動装置32であるケーブルク
レーンにより、別のコンクリート打設施行上面44へ移
動させた後、この型枠昇降装置24により移動させる。
At this time, another concrete casting surface 46
When moving the dedicated formwork 16b, the formwork elevating device 24
Is moved to another concrete placing upper surface 44 by a cable crane, which is another moving device 32 for the form lifting device, and then moved by the form lifting device 24.

【0024】一方、多数並設された専用型枠16の連接
している他方の専用型枠16aは、この専用型枠16a
に装着された昇降手段20により、適宜位置まで上昇さ
せる(図1参照)。
On the other hand, the other dedicated formwork 16a connected to the many dedicated formwork 16 arranged in parallel is
Is raised to an appropriate position by the lifting means 20 attached to the device (see FIG. 1).

【0025】上昇させた専用型枠16aの固定、解除、
コンクリート打設工程は前記型枠昇降装置24の場合と
同様であるため、説明は省略する。
Fixation and release of the raised exclusive formwork 16a;
The concrete placing process is the same as that of the form lifting device 24, and therefore the description is omitted.

【0026】なお、本発明に係る昇降手段20を備えた
専用型枠16aは、多数並設された専用型枠16の両端
部に位置させることは不可能であるため、両端部には施
行上面44に設置された型枠昇降装置24に連結される
専用型枠16bを位置させる必要がある。
The dedicated formwork 16a provided with the elevating means 20 according to the present invention cannot be located at both ends of the dedicated formwork 16 arranged in parallel. It is necessary to locate a dedicated formwork 16b connected to the form lifting device 24 installed at 44.

【0027】また、専用型枠16は、両側に型枠昇降装
置24に連結される専用型枠16bを、中央に昇降手段
20を備えた専用型枠16aを配設させ、最低この3個
を1セットとして、昇降、移動させることにより、作業
能率の向上を図ることができる。
The dedicated formwork 16 is provided with a dedicated formwork 16b connected to a formwork lifting device 24 on both sides and a dedicated formwork 16a provided with a lifting means 20 at the center. By raising and lowering and moving as one set, the work efficiency can be improved.

【0028】また、本実施例はダムのブロック打設につ
いての方法であるが、山の斜面(法面)の保護用のコン
クリート打設についても利用でき、他の分野にも利用で
きることは自明のことである。
Although the present embodiment is directed to a method of placing a block in a dam, it can also be used in placing concrete for protecting a mountain slope (slope), and it is obvious that the method can be used in other fields. That is.

【0029】[0029]

【発明の効果】本発明に係るコンクリート構造物へのコ
ンクリート打設方法によれば、コンクリートを打設する
ための専用型枠を、コンクリート構造物のコンクリート
打設施行上面に設置された昇降装置および専用型枠自
体に内装された他方の専用型枠の上昇時に遊動状態とな
昇降手段により各専用型枠を個別に上昇させること
ができ、作業員が専用型枠に乗ったまま上昇させること
がなく、作業の安全性を向上させることができる。
According to the method for placing concrete on a concrete structure according to the present invention, a dedicated formwork for placing concrete is provided by an elevating and lowering device installed on the concrete casting upper surface of the concrete structure . And the other dedicated formwork built into the dedicated formwork itself goes into a floating state when it rises.
That lifting means, each dedicated mold can be separately elevated by, without increasing while riding-only frame worker, it is possible to improve work safety.

【0030】また、コンクリート構造物のコンクリート
打設施行上面に設置された型枠昇降装置の移動は、本装
置自体の移動手段により同一コンクリート打設施行上面
を容易に移動できると共に、型枠昇降装置用移動装置に
より他のコンクリート打設施行上面へも容易に移動がで
きるので、作業能率を向上させることができる。
In addition, the form raising and lowering device installed on the concrete casting upper surface of the concrete structure can be easily moved by the moving means of the present apparatus itself, and the form raising and lowering device can be easily moved. The work moving device can be easily moved to another concrete placing execution upper surface, so that work efficiency can be improved.

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

【図1】本発明に係るコンクリート構造物のコンクリー
ト打設装置の使用状態を示す正面図。
FIG. 1 is a front view showing a use state of a concrete placing device for a concrete structure according to the present invention.

【図2】同、側面図。FIG. 2 is a side view of the same.

【図3】本発明に係る型枠昇降装置の正面図。FIG. 3 is a front view of the form lifting device according to the present invention.

【図4】同、側面図。FIG. 4 is a side view of the same.

【図5】同、平面図。FIG. 5 is a plan view of the same.

【図6】同、型枠昇降装置用移動装置の正面図。FIG. 6 is a front view of the moving device for the form lifting device.

【図7】従来例の使用状態を示す斜視図。FIG. 7 is a perspective view showing a use state of a conventional example.

【符号の説明】[Explanation of symbols]

12 枠体 14 型枠 16 専用型枠 20 昇降手段 24 型枠昇降装置 32 型枠昇降装置用移動装置 42 コンクリート構造物 44 コンクリート打設施行上面 46 コンクリート打設施行面 Reference Signs List 12 frame body 14 formwork 16 dedicated formwork 20 elevating means 24 formwork elevating device 32 moving device for formwork elevating device 42 concrete structure 44 concrete casting execution upper surface 46 concrete casting execution surface

フロントページの続き (72)発明者 岩田 光司 岐阜県本巣郡真正町十四条144番地 岐 阜工業株式会社内 (56)参考文献 特開 平2−108760(JP,A) 特開 昭63−27669(JP,A) 特開 昭62−211461(JP,A) (58)調査した分野(Int.Cl.6,DB名) E04G 11/22Continuation of the front page (72) Inventor Koji Iwata 144, 14 Article, Masamasa-machi, Motosu-gun, Gifu Prefecture Gifu Kogyo Co., Ltd. (56) References JP-A-2-108760 (JP, A) JP-A-63-27669 (JP, A) JP-A-62-211461 (JP, A) (58) Fields investigated (Int. Cl. 6 , DB name) E04G 11/22

Claims (2)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 縦方向および横方向にそれぞれ複数個ず
つ枠体(12)を平行に配置させてなる型枠(14)を
複数個並設させ、その上縁を連結させてなる専用型枠
(16)を、コンクリート構造物(42)のコンクリー
ト打設施行面(46)に多数配設させ、連接する一方の
専用型枠(16b)を、この専用型枠(16b)を昇降
させるための巻上機構(30)を有し、かつコンクリー
ト構造物(42)のコンクリート打設施行上面(44)
を移動自在の型枠昇降装置(24)により上昇させ、連
接する他方の専用型枠(16a)に、一方の専用型枠
(16b)の上昇時に遊動状態となる昇降手段(20)
を装着させて個別に上昇させることにより、各専用型枠
(16)を昇降自在とし、かつ型枠昇降装置用移動装置
(32)により型枠昇降装置(24)を移動自在とし、
専用型枠(16)をコンクリート打設施行面(46)に
固定後、この専用型枠(16)内に適宜コンクリートを
打設し、コンクリートを養生硬化させた後、専用型枠
(16)を脱型し、再び型枠昇降装置(24)および型
枠昇降装置用移動装置(32)を介して型枠昇降装置
(24)を移動させると共に、型枠昇降装置(24)を
介して連接する一方の専用型枠(16b)を上昇させ、
かつ昇降手段(20)を介して他方の専用型枠(16
a)を個別に上昇させることによりコンクリート構造物
(42)のコンクリート打設施行面(46)に順次コン
クリートを打設することを特徴とするコンクリート構造
物のコンクリート打設方法。
1. A dedicated formwork in which a plurality of formwork (14) each having a plurality of frame bodies (12) arranged in parallel in a vertical direction and a horizontal direction are arranged in parallel and their upper edges are connected. A large number of (16) are arranged on the concrete casting execution surface (46) of the concrete structure (42), and one of the dedicated formwork (16b) connected to the concrete form (16b) is raised and lowered. A concrete structure (42) having a hoisting mechanism (30) and a concrete casting surface (44)
It is raised by the movable mold lifting device (24), and the other dedicated mold articulating (16a), one of the dedicated formwork
Elevating means (20) which is idle when rising (16b )
The dedicated formwork (16) can be moved up and down by mounting and individually raised, and the formwork lifting device (24) can be moved by the moving device (32) for the formwork lifting device.
After fixing the special formwork (16) to the concrete casting surface (46), concrete is appropriately cast into the special formwork (16), and the concrete is cured and hardened. The mold is removed, and the form lifting device (24) is moved again via the form lifting device (24) and the moving device (32) for the form lifting device, and is connected via the form lifting device (24). Raise one exclusive formwork (16b),
And the other dedicated formwork (16) via the lifting / lowering means (20).
A concrete placing method for a concrete structure, characterized by sequentially placing concrete on the concrete placing surface (46) of the concrete structure (42) by individually raising a).
【請求項2】 縦方向および横方向にそれぞれ複数個ず
つ枠体(12)を平行に配置させてなる型枠(14)が
複数個並設され、かつその上縁を連結させてなる専用型
枠(16)が多数配設され、連接した一方の専用型枠
(16a)に、他方の専用型枠(16b)の上昇時に遊
動状態となる昇降手段(20)が設けられ、連接した他
方の専用型枠(16b)には、外部に設置された型枠昇
降装置(24)が適宜連結され、型枠昇降装置(24)
には移動手段が設けらたことを特徴とするコンクリート
構造物のコンクリート打設装置。
2. A dedicated mold formed by arranging a plurality of form frames (14) in which a plurality of frame bodies (12) are arranged in parallel in a vertical direction and a horizontal direction, respectively, and connecting upper edges thereof. A large number of frames (16) are provided, and one of the connected dedicated forms (16a) is allowed to play when the other dedicated form (16b) rises.
An elevating means (20) that is in a moving state is provided, and a form elevating device (24) installed outside is appropriately connected to the other dedicated formwork (16b) connected thereto, and the form elevating device (24)
A concrete placing device for a concrete structure, characterized in that a moving means is provided.
JP5023340A 1993-01-18 1993-01-18 Method and apparatus for placing concrete in concrete structure Expired - Fee Related JP2775215B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP5023340A JP2775215B2 (en) 1993-01-18 1993-01-18 Method and apparatus for placing concrete in concrete structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP5023340A JP2775215B2 (en) 1993-01-18 1993-01-18 Method and apparatus for placing concrete in concrete structure

Publications (2)

Publication Number Publication Date
JPH06212786A JPH06212786A (en) 1994-08-02
JP2775215B2 true JP2775215B2 (en) 1998-07-16

Family

ID=12107868

Family Applications (1)

Application Number Title Priority Date Filing Date
JP5023340A Expired - Fee Related JP2775215B2 (en) 1993-01-18 1993-01-18 Method and apparatus for placing concrete in concrete structure

Country Status (1)

Country Link
JP (1) JP2775215B2 (en)

Family Cites Families (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS62211461A (en) * 1986-03-12 1987-09-17 三井建設株式会社 Mold frame apparatus for dam
JPS6327669A (en) * 1986-07-18 1988-02-05 三井建設株式会社 Moving mold frame apparatus
JPH0663364B2 (en) * 1988-10-17 1994-08-22 藤本商工株式会社 Mobile formwork method and its equipment

Also Published As

Publication number Publication date
JPH06212786A (en) 1994-08-02

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