JPH07117035A - Body member production device - Google Patents

Body member production device

Info

Publication number
JPH07117035A
JPH07117035A JP25009192A JP25009192A JPH07117035A JP H07117035 A JPH07117035 A JP H07117035A JP 25009192 A JP25009192 A JP 25009192A JP 25009192 A JP25009192 A JP 25009192A JP H07117035 A JPH07117035 A JP H07117035A
Authority
JP
Japan
Prior art keywords
bed
body member
formwork
molding
pair
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
JP25009192A
Other languages
Japanese (ja)
Inventor
Haruo Hoshino
春夫 星野
Tadaharu Hagiwara
忠治 萩原
Kimio Kikuchi
公男 菊池
Hiroshi Kobayashi
浩 木林
Kenji Shimizu
健司 清水
Yoshinori Kukino
慶紀 久木野
Tetsuo Kaji
哲郎 梶
Sakae Kinoshita
栄 木下
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.)
Takenaka Komuten Co Ltd
Satsuki Seisakusho Co Ltd
Asahi Kizai Co Ltd
Original Assignee
Takenaka Komuten Co Ltd
Satsuki Seisakusho Co Ltd
Asahi Kizai 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 Takenaka Komuten Co Ltd, Satsuki Seisakusho Co Ltd, Asahi Kizai Co Ltd filed Critical Takenaka Komuten Co Ltd
Priority to JP25009192A priority Critical patent/JPH07117035A/en
Publication of JPH07117035A publication Critical patent/JPH07117035A/en
Pending legal-status Critical Current

Links

Landscapes

  • Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
  • Moulds, Cores, Or Mandrels (AREA)

Abstract

PURPOSE:To produce body members of various shapes using a single form by providing a pair of end forms for molding end parts of a body member, a pair of side forms for molding side faces, a bed for supporting the both frames and molding a bottom part, and an adjusting means for adjusting the installation position of the side form to the bed. CONSTITUTION:A pair of end forms 16 are disposed on a bar arranging mount in accordance with the length of a body member 22. Main bars are inserted into holes of the end forms 16. The body member 22 with the bars arranged is moved onto a bed 12 disposed on a travel mount. A movable member 28 of a side form 14 of a form device 10 is adjusted in accordance with the width of the body member 22. The bed 12 is fixed to the side forms 14 by adjusting a pantograph mechanism part 20. A concrete is placed in the form device 10 to a required height. In this manner, the length of the body member 22 is adjusted by the positions of the end forms 1b, the installation position of the side form 14 is adjusted in accordance with the width of the body member 22, and the height of the body member 22 is adjusted by the top end of the placed concrete. Therefore, body members of various kinds can be produced by a single form device.

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、種々の形状のプレキャ
ストコンクリート製の柱や梁などの躯体部材を製造する
躯体部材製造装置に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a skeleton member manufacturing apparatus for manufacturing skeleton members such as columns and beams made of precast concrete having various shapes.

【0002】[0002]

【従来の技術】近年の慢性的な技能工の不足や、工期の
短縮という社会的要請に対応するため、固定工場及びサ
イト工場において、プレキャストコンクリート部材を製
造し、建築物の躯体部材として利用している。
2. Description of the Related Art In order to respond to the recent chronic lack of skilled workers and the social demand for shortening the construction period, precast concrete members are manufactured at fixed factories and site factories and used as building frame members. ing.

【0003】そのため、柱・梁部材の成形装置が提案さ
れている。図10(A)に示されるように、成形装置1
00は、ベッド102と側型枠104を有する。ベッド
102は、プレキャストコンクリート部材106と側型
枠104を支持すると共に、プレキャストコンクリート
部材106の底部を成形する役割を果たす。側型枠10
4は、プレキャストコンクリート部材106の長辺方向
を成形する役割を果たす。ベッド102と側型枠104
の固定は、ベッド102に設けられたネジ穴108にボ
ルト110を介して側型枠104を直接固定する。側圧
による側型枠104の面外方向への変形を防ぐため、L
字型鋼などの拘束材112を用いて側型枠104の上端
部104Aを固定する。
Therefore, a molding device for pillar / beam members has been proposed. As shown in FIG. 10 (A), the molding apparatus 1
00 has a bed 102 and a side frame 104. The bed 102 supports the precast concrete member 106 and the side mold 104, and also serves to form the bottom of the precast concrete member 106. Side formwork 10
4 plays a role of molding the precast concrete member 106 in the long side direction. Bed 102 and side form 104
The side mold 104 is directly fixed to the screw hole 108 provided in the bed 102 via the bolt 110. In order to prevent the side mold 104 from being deformed in the out-of-plane direction by the lateral pressure, L
The upper end portion 104A of the side frame 104 is fixed using a restraint material 112 such as letter steel.

【0004】また、型枠の組立作業及び解体作業は、人
手で行っているので、製造数量が多い場合に、組立・解
体作業の省力化を図るために、図10(B)に示される
ように、片側の側型枠104とベッド102との接点に
ヒンジ機構114を設ける方法も採用されている。
Further, since the assembling work and the disassembling work of the formwork are performed manually, in order to save the labor of the assembling / disassembling work when the manufacturing quantity is large, as shown in FIG. 10 (B). In addition, a method of providing the hinge mechanism 114 at the contact point between the side frame 104 on one side and the bed 102 is also adopted.

【0005】[0005]

【発明が解決しようとする課題】しかしながら、このよ
うな梁・柱などのプレキャストコンクリート部材の成形
装置では、1種類の梁又は柱しか製造できないので、多
種類の型枠を必要としたり、これらの型枠を収納する場
所が必要であったりと、コストが高くなる。
However, since such a molding apparatus for precast concrete members such as beams and columns can manufacture only one type of beam or column, it requires a large number of types of molds or these types of forms. The cost is high because a space for the formwork is required.

【0006】本発明は上記事実を考慮し、種々の形状の
躯体部材を1つのプレキャストコンクリート用型枠で製
造することができる躯体部材製造装置を得ることが目的
である。
In consideration of the above facts, an object of the present invention is to obtain a skeleton member manufacturing apparatus capable of manufacturing skeleton members having various shapes with one precast concrete mold.

【0007】[0007]

【課題を解決するための手段】請求項1に記載の発明
は、プレキャストコンクリート製躯体部材の製造装置で
あって、前記躯体部材の妻部を成形する一対の妻型枠
と、前記躯体部材の側面を成形する一対の側型枠と、前
記側型枠と妻型枠を支持し躯体部材の底部を成形するベ
ッドと、前記躯体部材の幅寸法に応じて側型枠のベッド
への設置位置を調整する調整手段と、を備えたことを特
徴としている。
According to a first aspect of the present invention, there is provided an apparatus for manufacturing a precast concrete skeleton member, comprising a pair of gable form frames for molding a gable portion of the skeleton member, and the skeleton member. A pair of side molds for molding the side surfaces, a bed for supporting the side molds and the end molds to mold the bottom of the skeleton member, and an installation position of the side molds on the bed according to the width dimension of the skeleton member. And adjusting means for adjusting.

【0008】請求項2に記載の発明は、前記妻型枠が鉄
筋を挿入可能な鉄筋用穴を有し、鉄筋を支持することを
特徴としている。
The invention according to claim 2 is characterized in that the end form has a reinforcing bar hole into which a reinforcing bar can be inserted, and supports the reinforcing bar.

【0009】請求項3に記載の発明は、前記ベッドを昇
降させる揚重機構部を備えたことを特徴としている。
The invention according to claim 3 is characterized in that a lifting mechanism portion for raising and lowering the bed is provided.

【0010】[0010]

【作用】請求項1に記載の発明の躯体部材製造装置によ
れば、まず、躯体部材の所望の長さの位置に妻型枠をベ
ッドの上に設置する。次に、躯体部材の鉄筋を配筋す
る。次に、躯体部材の幅寸法に合わせて、調整手段を移
動させて側型枠の間隔を調整した後にコンクリートを打
設する。その際、打設コンクリートの天端の位置で躯体
部材の高さが決まる。コンクリートの打設後は、一定期
間の養生により躯体部材が完成する。このため、一種類
の型枠で多種類の躯体部材を製造することができる。
According to the skeleton member manufacturing apparatus of the first aspect of the present invention, first, the gable form is installed on the bed at a position of a desired length of the skeleton member. Next, the reinforcing bars of the frame member are arranged. Next, the adjusting means is moved according to the width dimension of the skeleton member to adjust the space between the side molds, and then concrete is poured. At that time, the height of the skeleton member is determined by the position of the top of the cast concrete. After pouring concrete, the skeleton member is completed by curing for a certain period of time. Therefore, it is possible to manufacture many kinds of frame members with one kind of mold.

【0011】請求項2に記載の発明の躯体部材製造装置
によれば、妻型枠を所定の位置に設置後、躯体部材の鉄
筋を配筋する。その際、妻型枠の鉄筋用穴に鉄筋を挿入
しておく。従って、コンクリートの打設時に妻型枠が、
鉄筋を支持することができる。
According to the skeleton member manufacturing apparatus of the second aspect of the invention, after the end form is installed at a predetermined position, the reinforcing bars of the skeleton member are arranged. At that time, insert the reinforcing bar into the reinforcing bar hole of the wife formwork. Therefore, when placing concrete, the gable form is
Can support rebar.

【0012】請求項3に記載の発明の躯体部材製造装置
によれば、揚重機構部を用いてベッドを持ち上げてか
ら、側型枠とベッドを固定し、ベッド、側型枠及び妻型
枠とで躯体部材の型枠を構成して、コンクリートを打設
する。打設後は、揚重機構部を用いてベッドを下に下げ
ると、躯体部材もベッドの下降と共に側型枠から外れ
る。従って、コンクリートの打設前は、側型枠とベッド
をスムーズに装着することができ、打設後は、躯体部材
から型枠を容易に外すことができる。
According to the skeleton member manufacturing apparatus of the invention described in claim 3, the bed is lifted by using the lifting mechanism section, and then the side formwork and the bed are fixed to each other, and the bed, the side formwork, and the wife formwork. And form the frame of the frame member and pour concrete. After the casting, when the bed is lowered using the lifting mechanism, the frame member is also removed from the side formwork as the bed descends. Therefore, before pouring concrete, the side formwork and the bed can be smoothly mounted, and after pouring, the formwork can be easily removed from the frame member.

【0013】[0013]

【実施例】本実施例では、図1に示されるように、梁と
して用いられる躯体部材22を製造するための型枠装置
10について説明する。この躯体部材22は矩形ブロッ
ク状コンクリート22Bの長手方向(矢印A方向)に主
筋22Aが貫通した形状とされている。
EXAMPLE In this example, as shown in FIG. 1, a formwork apparatus 10 for manufacturing a frame member 22 used as a beam will be described. The skeleton member 22 has a shape in which a main bar 22A penetrates the rectangular block-shaped concrete 22B in the longitudinal direction (arrow A direction).

【0014】図2〜図4には、本実施例に係る型枠装置
10が示されている。この型枠装置10は、躯体部材2
2の底部を成形する長方形の台26を有するベッド12
と、躯体部材22の側面部を成形する堰板状とされる一
対の側型枠14と、躯体部材22の妻部を成形する堰板
状とされる一対の妻型枠16と、2本の支柱28A、3
0A(図9に図示)が躯体部材22の長辺方向(紙面垂
直方向)に2列合計4本立設された支持台18を有す
る。図4に示されるように、支柱28A、30Aは支持
台18と共に上方が開放されたコ字型とされる。
2 to 4 show a formwork apparatus 10 according to this embodiment. This formwork device 10 includes a frame member 2
Bed 12 with a rectangular pedestal 26 forming the bottom of the two
A pair of side molds 14 in the shape of a weir plate for molding the side surface of the frame member 22, a pair of dam molds 16 in the shape of a dam plate for molding the end of the body member 22, and two Support posts 28A, 3
0A (illustrated in FIG. 9) has a support base 18 in which four columns in total are erected in two rows in the long side direction (direction perpendicular to the paper surface) of the frame member 22. As shown in FIG. 4, the columns 28A and 30A together with the support base 18 are U-shaped with the upper side open.

【0015】台26の底面には支持板26Aが固定さ
れ、この支持板26Aの下方に平行に配置された昇降板
26Bとの間にパンタグラフ機構20が設けられてい
る。図3に示されるように、このパンタグラフ機構20
として、一対のX交差アーム20A、20Bが設けられ
ている。これらのX交差アーム20A、20Bの中間部
は、ピン20Cで連結され、X交差アーム20A、20
Bの上端が支持板26Aへ各々軸支され、下端が昇降板
26Bへ各々軸支されている。これらのX交差アーム2
0A、20Bの交差角は図示しない液圧シリンダで互い
に接離可能とされて昇降板26Bを支持板26Aに対し
て上下動できるようになっている。このため、昇降板2
6Bが降下されて支持台18に当たると台26が上昇さ
れる構成である。なお、X交差アーム20A、20Bの
上端部間及び下端部間が互いに接離できるようにX交差
アーム20A上端及びX交差アーム20Bの下端は支持
板26A、昇降板26Bに対し各々横方向にスライド可
能とされている。
A support plate 26A is fixed to the bottom surface of the table 26, and a pantograph mechanism 20 is provided between the support plate 26A and an elevating plate 26B arranged in parallel below the support plate 26A. As shown in FIG. 3, this pantograph mechanism 20
Is provided with a pair of X cross arms 20A and 20B. The middle portions of these X cross arms 20A, 20B are connected by a pin 20C, and the X cross arms 20A, 20B are connected.
The upper end of B is pivotally supported by the support plate 26A, and the lower end thereof is pivotally supported by the lift plate 26B. These X cross arms 2
A crossing angle of 0A and 20B can be brought into and out of contact with each other by a hydraulic cylinder (not shown) so that the elevating plate 26B can be moved up and down with respect to the supporting plate 26A. Therefore, the lifting plate 2
When 6B is lowered and hits the support base 18, the base 26 is raised. The upper end of the X cross arm 20A and the lower end of the X cross arm 20B slide laterally with respect to the support plate 26A and the elevating plate 26B so that the upper end portions and the lower end portions of the X cross arms 20A and 20B can contact and separate from each other. It is possible.

【0016】この台26には、先端が上方に向けて略三
角形状に屈曲されたブラケット26C、26Dが設置さ
れている。これらのブラケット26C、26Dは、台2
6の短辺部分隅部に三角形部分26Eを位置するように
かつ、台26の幅方向(矢印B方向)中央部を境に対称
に配置されている。後述の可動部28の反対側に位置す
るブラケット26Dは、台26に溶着されている。一
方、ブラケット26Cは、図示しないボルトによって各
々取り付け、側型枠14の設置位置に応じて移動可能に
なっている。
Brackets 26C and 26D each having a tip bent upward in a substantially triangular shape are installed on the table 26. These brackets 26C and 26D are mounted on the base 2
The triangular portions 26E are located at the corners of the short side portion 6 and are symmetrically arranged with the center portion in the width direction (arrow B direction) of the platform 26 as a boundary. A bracket 26D located on the opposite side of a movable portion 28, which will be described later, is welded to the base 26. On the other hand, the brackets 26C are attached by bolts (not shown) and are movable according to the installation position of the side frame 14.

【0017】妻型枠16は、矩形平板状主板16Aの各
周囲にフランジ16Bが直角に突出されており、主板1
6Aの中間部には補強板16Cが固着されている。ま
た、妻型枠16には、主板16Aへ主筋22Aを挿入可
能な穴16Dが複数個設けられている。この妻型枠16
の底部を構成するフランジ16Bには、妻型枠16を台
26にボルトを用いて固定するために、ボルト用孔16
Eが設けられている。
The gable form frame 16 has a rectangular flat plate-shaped main plate 16A and flanges 16B projecting at right angles around the periphery of the main plate 1.
A reinforcing plate 16C is fixed to the middle portion of 6A. Further, the gable form 16 is provided with a plurality of holes 16D into which the main bars 22A can be inserted into the main plate 16A. This wife formwork 16
In order to fix the end form 16 to the base 26 with bolts, the flange 16B forming the bottom of the
E is provided.

【0018】支持台18は、図2及び図9に示されるよ
うに、台26の長手方向に見て片側が可動部28、他側
が固定部30とされ、全体として略コ字型に形成されて
いる。固定部30は、底部30B上に一対の支柱30A
が立設されている。支柱28A、30Aの頂部には、補
助部材18Aが溶着されている。側型枠14の頂部に
は、補助部材14Aが溶着されている。補助部材18A
と補助部材14Aとを軸14Bを介して接続して、支柱
28A、30Aに側型枠14を吊り下げ軸支させる。こ
の側型枠14の短辺部分の両端の下部には、台形状の箱
状部材14Cが設置されている。この箱状部材14Cの
下部へ軸支されたピン14Fは軸心が水平とされ、三角
形部分26Eのブラケット26C、26Dへの接続角部
26Gへ当接されて側型枠14の躯体部材22による開
きを阻止している。
As shown in FIGS. 2 and 9, the support base 18 has a movable portion 28 on one side and a fixed portion 30 on the other side as viewed in the longitudinal direction of the base 26, and is formed in a generally U-shape. ing. The fixed part 30 includes a pair of columns 30A on the bottom part 30B.
Is erected. An auxiliary member 18A is welded to the tops of the columns 28A and 30A. An auxiliary member 14A is welded to the top of the side frame 14. Auxiliary member 18A
And the auxiliary member 14A are connected via a shaft 14B, and the side frame 14 is suspended and supported by the columns 28A and 30A. A trapezoidal box-shaped member 14C is installed below both ends of the short side portion of the side frame 14. The pin 14F pivotally supported to the lower portion of the box-shaped member 14C has a horizontal axis, and is abutted on the connecting corner portion 26G of the triangular portion 26E to the brackets 26C and 26D, so that the frame member 22 of the side form frame 14 is used. It prevents the opening.

【0019】可動部28は、矢印C方向に配置される互
いに平行な一対のフレーム28Bへ各々支柱28Aが立
設され、フレーム28Bは下面に車輪28Cを軸支する
と共に連結片28Dで互いに連結されている。この可動
部28の下部には、底部30Bへ接続されるレール28
Dが敷設されて車輪28Cが搭載されている。そのた
め、図4に示されるように、可動部28(斜線で示され
る部分)は、紙面左右方向(矢印Aの方向)に一定の幅
だけ移動可能となり、所望の躯体部材22の幅寸法に応
じて側型枠14を設置する位置を調整することができ
る。
In the movable portion 28, columns 28A are erected on a pair of parallel frames 28B arranged in the direction of arrow C, and the frame 28B pivotally supports a wheel 28C on the lower surface and is connected to each other by a connecting piece 28D. ing. A rail 28 connected to the bottom portion 30B is provided below the movable portion 28.
D is laid and wheels 28C are mounted. Therefore, as shown in FIG. 4, the movable portion 28 (the portion indicated by diagonal lines) can move in the left-right direction of the paper (direction of arrow A) by a certain width, and the movable portion 28 can be moved in accordance with the desired width dimension of the frame member 22. The position where the side mold 14 is installed can be adjusted.

【0020】図5には、本実施例に係る躯体部材製造装
置が適用された自動製造ライン32が示されている。自
動製造ライン32は、鉄筋加工組立装置34、搬送装置
36、3台の型枠装置10、コンクリート供給装置3
8、養生用台40、洗浄装置42及び製品置場44を有
し、例えば、コンピュータ制御に基づき躯体部材22を
製造することができる。また、躯体部材22を載せた台
26の移動に供するため、ベルトコンベア48、50、
52、移動装置54、56及びレール58を備えてい
る。
FIG. 5 shows an automatic manufacturing line 32 to which the skeleton member manufacturing apparatus according to this embodiment is applied. The automatic manufacturing line 32 includes a reinforcing bar processing / assembling device 34, a conveying device 36, three formwork devices 10, and a concrete supplying device 3.
8, the curing table 40, the cleaning device 42, and the product storage 44 are provided, and the skeleton member 22 can be manufactured under computer control, for example. Further, the belt conveyors 48, 50, in order to move the table 26 on which the frame member 22 is placed,
52, moving devices 54 and 56, and a rail 58.

【0021】鉄筋加工組立装置34には、鉄筋搬送装置
34A、鉄筋加工装置34B、鉄筋組立装置34C及び
配筋用台34Dがある。移動装置54には、2本のレー
ル54Aと移動用台54Bがある。移動装置56には、
2本のレール56Aとキャタビラ付移動台56Bがあ
る。養生用台40は、ベルトコンベア40A、40B、
40Cを有している。
The reinforcing bar processing and assembling apparatus 34 includes a reinforcing bar conveying apparatus 34A, a reinforcing bar processing apparatus 34B, a reinforcing bar assembling apparatus 34C and a bar arrangement table 34D. The moving device 54 has two rails 54A and a moving table 54B. The moving device 56 includes
There are two rails 56A and a movable table 56B with a caterpillar. The curing table 40 includes belt conveyors 40A, 40B,
It has 40C.

【0022】次に、本実施例の躯体部材製造装置を適用
してプレキャストコンクリート製躯体部材22を製造す
る手順について説明する。
Next, the procedure for manufacturing the precast concrete frame member 22 by applying the frame member manufacturing apparatus of this embodiment will be described.

【0023】まず、図5に示される鉄筋搬送装置34A
に設置された配筋用台34D上に、躯体部材22の所望
の長さの位置に一対の妻型枠16を設置する。この時、
妻型枠16は、未だ設置していない一対の側型枠14の
内側の位置に来るように設置し、未だ設置していない側
型枠14と共に略矩形状の型枠を形成するように配置す
る。次に、鉄筋搬送装置34Aを用いて、躯体部材22
の主筋22Aを配筋用台34D上に配筋する。その際、
妻型枠16の穴16Aに主筋を挿入しておき、コンクリ
ートを打設しない状態でも主筋22Aが動かないように
支持する。また、鉄筋の被り厚さを確保するため、スペ
ーサなどの固定具を使用しても構わない。鉄筋加工装置
34Bは、躯体部材22の補強筋22Cを予め加工して
おく。主筋22Aの配筋後、ベルトコンベア48Aを用
いて矢印Dの方向に配筋用台34Dごと鉄筋組立装置3
4Cの近くまで移動させる。次に、配筋用台34D上の
躯体部材22の主筋22Aに、予め加工しておいた補強
筋22Cを配筋しながらアーチ状の鉄筋組立装置34C
を通過させる。躯体部材22の配筋の終了後、配筋用台
34Dは、ベルトコンベア50A、52の上に置かれ
る。その後、配筋用台34Dは、ベルトコンベア52を
用いて矢印Eの方向に移動してベルトコンベア50Bの
位置に置かれる。なお、配筋用台34Dは、鉄筋加工組
立装置34、及びベルトコンベア48、50、52の間
を循環しており、配筋の終了後は再び最初の位置に戻る
ようになっている。
First, the reinforcing bar conveying device 34A shown in FIG.
A pair of gable form frames 16 are installed at positions of a desired length of the skeleton member 22 on the bar arrangement table 34D installed at. This time,
The gable formwork 16 is installed so as to come to a position inside the pair of side formwork 14 which has not been installed yet, and is arranged so as to form a substantially rectangular formwork with the side formwork 14 which has not been installed yet. To do. Next, using the reinforcing bar transport device 34A, the frame member 22
The main bars 22A of the above are arranged on the bar arrangement table 34D. that time,
The main bar is inserted into the hole 16A of the gable form 16, and the main bar 22A is supported so as not to move even when concrete is not placed. Further, in order to secure the covering thickness of the reinforcing bar, a fixture such as a spacer may be used. The reinforcing bar processing device 34B processes the reinforcing bar 22C of the body member 22 in advance. After arranging the main bar 22A, the reinforcing bar assembling device 3 together with the bar arrangement table 34D in the direction of arrow D using the belt conveyor 48A.
Move close to 4C. Next, an arch-shaped reinforcing bar assembling device 34C is arranged while arranging the reinforcing bar 22C that has been processed in advance on the main bar 22A of the body member 22 on the bar 34D for bar arrangement.
Pass through. After finishing the bar arrangement of the frame member 22, the bar arrangement table 34D is placed on the belt conveyors 50A and 52. Thereafter, the bar arrangement table 34D is moved in the direction of arrow E using the belt conveyor 52 and placed at the position of the belt conveyor 50B. The bar arrangement table 34D circulates between the reinforcing bar processing / assembling device 34 and the belt conveyors 48, 50, 52, and returns to the initial position after the bar arrangement is completed.

【0024】次に、ベッド12を移動用台54Bの上に
配置しておき、配筋後の躯体部材22をその上に搬送装
置36を使用して移動させる。図6に示されるように、
躯体部材22の幅D1に適合するように型枠装置10の
可動部28をベッド12の幅に応じて調整しておく。そ
の後、図5に示される3台の型枠装置10のうち待機中
の型枠装置10の入口まで移動用台54Bごとレール5
4A上を移動させて、ベッド12を型枠装置10に装填
する。なお、ベッド12は、躯体部材22の長さに応じ
て、図5に示される本実施例のように2台を連結して使
用することもできる。
Next, the bed 12 is placed on the moving base 54B, and the skeleton member 22 after the bar arrangement is moved thereon by using the carrying device 36. As shown in FIG.
The movable part 28 of the formwork apparatus 10 is adjusted according to the width of the bed 12 so as to match the width D1 of the body member 22. After that, the rails 5 together with the moving table 54B up to the entrance of the stand-by formwork device 10 among the three formwork devices 10 shown in FIG.
4A is moved to load the bed 12 into the formwork apparatus 10. The beds 12 may be used by connecting two beds according to the length of the skeleton member 22 as in the present embodiment shown in FIG.

【0025】図3及び図6に示されるように、ベッド1
2が型枠装置10に装填されると、パンタグラフ機構部
20を調節して、ベッド12を側型枠14の下端部に密
着させ、ベッド12と側型枠14を固定する。その際、
箱状部材14Cに軸支されたピン14Fがブラケット2
6C、26Dの接続角部26Gに当接されて、ベッド1
2上に側型枠14が固定されて、躯体部材22により側
型枠14が開くのを阻止している。次に、コンクリート
供給装置38を用いてH1の高さまで型枠装置10にコ
ンクリートを打設する。躯体部材22の高さH1は、コ
ンクリート打設時の天端の位置により決められる(図6
に図示)。
As shown in FIGS. 3 and 6, the bed 1
When 2 is loaded into the formwork device 10, the pantograph mechanism unit 20 is adjusted to bring the bed 12 into close contact with the lower end of the side formwork 14 and fix the bed 12 and the side formwork 14. that time,
The pin 14F pivotally supported by the box-shaped member 14C has the bracket 2
The bed 1 is abutted against the connecting corners 26G of 6C and 26D.
The side mold 14 is fixed on the upper part 2 and the frame member 22 prevents the side mold 14 from opening. Next, using the concrete supply device 38, concrete is placed on the formwork device 10 to a height of H1. The height H1 of the frame member 22 is determined by the position of the top end when pouring concrete (Fig. 6).
(Illustrated in).

【0026】躯体部材22が脱型可能な強度に硬化する
まで型枠装置10の中に置いておき、躯体部材22が脱
型可能な強度になった時点で型枠装置10から脱型す
る。図8に示されるように、パンタグラフ機構20を使
用して、台26を降下させると共に、可動部28を固定
部30から離す。図8及び図9には、躯体部材22が型
枠装置10から外された状態が示されている。躯体部材
22が側型枠14から外されると、矢印D(図7に図
示)の方向にベッド12を移動させる。本実施例の自動
製造ライン32においては、躯体部材22は、側型枠1
4から外されてから、キャタビラ付移動台56Bの上ま
で移動させる。
The skeleton member 22 is left in the formwork apparatus 10 until it is hardened to a demoldable strength, and when the skeleton member 22 has a demoldable strength, it is demolded from the formwork apparatus 10. As shown in FIG. 8, the pantograph mechanism 20 is used to lower the platform 26 and move the movable portion 28 away from the fixed portion 30. 8 and 9 show a state in which the frame member 22 is removed from the formwork device 10. When the frame member 22 is removed from the side mold 14, the bed 12 is moved in the direction of arrow D (shown in FIG. 7). In the automatic manufacturing line 32 of this embodiment, the body member 22 is the side mold 1
After being removed from 4, it is moved to the top of the movable table 56B with a caterpillar.

【0027】移動装置56は、レール56A上でキャタ
ビラ付移動台56Bを、養生用台40のベルトコンベア
40Aの入口まで移動させてから、型枠装置10から外
された躯体部材22を載せたベッド12をベルトコンベ
ア40Aの上に移動させる。この養生用台40上で、躯
体部材22を一定期間養生させて、コンクリートの強度
が吊り上げ可能な値(120kg/cm2 )になってか
ら、搬送装置36を用いて躯体部材22を製品置場44
に搬送する。
The moving device 56 moves the moving table 56B with the caterpillar on the rail 56A to the entrance of the belt conveyor 40A of the curing table 40, and then the bed on which the frame member 22 removed from the formwork apparatus 10 is placed. 12 is moved onto the belt conveyor 40A. On the curing table 40, the skeleton member 22 is cured for a certain period of time, and after the strength of the concrete reaches a value that can be lifted (120 kg / cm 2 ), the transport member 36 is used to move the skeleton member 22 to the product storage 44.
Transport to.

【0028】一方、躯体部材22の搬送後、ベッド12
はベルトコンベア40Cを用いてレール58上に移動さ
れて、洗浄装置42により洗浄される。洗浄後は、再び
レール58を伝って移動用台54Bの上まで移動させ
る。以上の工程を繰り返すことにより、プレキャストコ
ンクリート製躯体部材を製造する。
On the other hand, after carrying the frame member 22, the bed 12
Is moved onto the rail 58 by using the belt conveyor 40C and washed by the washing device 42. After the cleaning, the rail 58 is again moved to the top of the moving table 54B. By repeating the above steps, a precast concrete frame member is manufactured.

【0029】なお、躯体部材22の幅寸法(矢印B方
向)を変更するには、変更後の寸法にあった妻型枠16
を別個準備して用いる。また、この躯体部材22の幅寸
法の変更に応じてブラケット26Cの台26への取付位
置を調整する。
In order to change the width dimension (direction of arrow B) of the skeleton member 22, the gable form 16 which has the changed dimension.
Prepared separately and used. Further, the mounting position of the bracket 26C on the base 26 is adjusted according to the change in the width dimension of the frame member 22.

【0030】[0030]

【発明の効果】以上説明したように本発明に係る躯体部
材製造装置は、躯体部材の長さは妻型枠の位置で調整
し、躯体部材の幅寸法に応じて側型枠の設置位置を調整
し、コンクリート打設時の天端で躯体部材の高さを調整
する構成にしたので、1種類の型枠で多種類の躯体部材
を製造することができるという優れた効果を有する。
As described above, in the skeleton member manufacturing apparatus according to the present invention, the length of the skeleton member is adjusted at the position of the end mold, and the installation position of the side mold is adjusted according to the width dimension of the skeleton member. Since the height of the skeleton member is adjusted by adjusting the height of the skeleton at the time of pouring concrete, there is an excellent effect that it is possible to manufacture many kinds of skeleton members with one type of mold.

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

【図1】本発明の躯体部材製造装置の一実施例が適用さ
れた型枠装置と躯体部材を示す分解斜視図である。
FIG. 1 is an exploded perspective view showing a mold device and a skeleton member to which an embodiment of a skeleton member manufacturing apparatus of the present invention is applied.

【図2】本発明の躯体部材製造装置の一実施例が適用さ
れた型枠装置を示す正面図である。
FIG. 2 is a front view showing a formwork device to which an embodiment of the skeleton member manufacturing apparatus of the present invention is applied.

【図3】本発明の躯体部材製造装置の一実施例が適用さ
れた型枠装置にコンクリート打設時の状態を示す側面図
である。
FIG. 3 is a side view showing a state at the time of placing concrete in a formwork apparatus to which an embodiment of the skeleton member manufacturing apparatus of the present invention is applied.

【図4】本発明の躯体部材製造装置の一実施例が適用さ
れた型枠装置に躯体部材が装着されていない状態のベッ
ド、側型枠及び支持台を示す正面図である。
FIG. 4 is a front view showing a bed, a side mold, and a support base in a state in which a frame member is not attached to a mold device to which an embodiment of the structure member manufacturing apparatus of the present invention is applied.

【図5】本発明の躯体部材製造装置の一実施例が適用さ
れた躯体部材の自動製造ラインを示す概要図である。
FIG. 5 is a schematic view showing an automatic manufacturing line of a body member to which an embodiment of the body member manufacturing apparatus of the present invention is applied.

【図6】図3の6−6線断面図である。6 is a sectional view taken along line 6-6 of FIG.

【図7】本発明の躯体部材製造装置の一実施例が適用さ
れた型枠装置の脱型時の状況を示す側面図である。
FIG. 7 is a side view showing a state at the time of demolding of a mold device to which an embodiment of the body member manufacturing apparatus of the present invention is applied.

【図8】図7の8−8線断面図である。8 is a sectional view taken along line 8-8 of FIG.

【図9】本発明の躯体部材製造装置の一実施例が適用さ
れた型枠装置の脱型時の状況を示す平面図である。
FIG. 9 is a plan view showing a situation at the time of demolding of a formwork apparatus to which an embodiment of the body member manufacturing apparatus of the present invention is applied.

【図10】(A)は、従来のプレキャストコンクリート
製躯体部材の成形装置を示す側面図である。(B)は、
従来のプレキャストコンクリート製躯体部材の成形装置
のうち、ヒンジ機構を有するものを示す側面図である。
FIG. 10 (A) is a side view showing a conventional apparatus for forming a precast concrete frame member. (B) is
It is a side view which shows the thing which has a hinge mechanism among the shaping | molding apparatuses of the conventional precast concrete frame member.

【符号の説明】 10 型枠装置 12 ベッド 14 側型枠 16 妻型枠 18 支持台 20 パンタグラフ機構部 22 躯体部材 28 可動部[Explanation of reference numerals] 10 formwork device 12 bed 14 side formwork 16 gable formwork 18 support base 20 pantograph mechanism part 22 frame member 28 movable part

───────────────────────────────────────────────────── フロントページの続き (72)発明者 萩原 忠治 東京都江東区南砂2丁目5番14号 株式会 社竹中工務店技術研究所内 (72)発明者 菊池 公男 東京都江東区南砂2丁目5番14号 株式会 社竹中工務店技術研究所内 (72)発明者 木林 浩 東京都江東区南砂2丁目5番14号 株式会 社竹中工務店技術研究所内 (72)発明者 清水 健司 東京都江東区南砂2丁目5番14号 株式会 社竹中工務店技術研究所内 (72)発明者 久木野 慶紀 東京都中央区銀座8丁目21番1号 株式会 社竹中工務店東京本店内 (72)発明者 梶 哲郎 東京都中央区日本橋3丁目6番2号 朝日 機材株式会社内 (72)発明者 木下 栄 千葉県四街道市物井598番地1 株式会社 サツキ製作所内 ─────────────────────────────────────────────────── ─── Continued Front Page (72) Inventor Tadaharu Hagiwara 2-5-14 Minamisuna, Koto-ku, Tokyo Inside Takenaka Corporation Technical Research Institute (72) Inventor Kimio Kikuchi 2-chome, Minamisuna, Koto-ku, Tokyo No. 14 Incorporated Takenaka Corporation Technical Research Institute (72) Inventor Hiroshi Kibayashi 2-5-14 Minamisuna, Koto-ku, Tokyo Incorporated Incorporated Takenaka Industrial Technology Research Institute (72) Kenji Shimizu Minamisuna, Koto-ku, Tokyo 2-5-14, Takenaka Corp. Technical Research Institute (72) Inventor Keiki Kukino 8-21-1, Ginza, Chuo-ku, Tokyo Incorporated Takenaka Corp. Tokyo Main Store (72) Inventor Tetsuro Kaji 3-6-2 Nihonbashi, Chuo-ku, Tokyo Asahi Kikai Co., Ltd. (72) Inventor Sakae Kinoshita 598, Monoi, Yotsukaido-shi, Chiba 1 Satsuki Manufacturing Co., Ltd.

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】 プレキャストコンクリート製躯体部材の
製造装置であって、前記躯体部材の妻部を成形する一対
の妻型枠と、前記躯体部材の側面を成形する一対の側型
枠と、前記側型枠と妻型枠を支持し躯体部材の底部を成
形するベッドと、前記躯体部材の幅寸法に応じて側型枠
のベッドへの設置位置を調整する調整手段と、を備えた
ことを特徴とする躯体部材製造装置。
1. A manufacturing apparatus for a precast concrete frame member, comprising: a pair of gable molds for molding a gable portion of the body member; a pair of side molds for molding a side surface of the body member; and the side. A bed for supporting the mold and the end mold and molding the bottom of the body member; and an adjusting means for adjusting the installation position of the side mold on the bed according to the width dimension of the body member. And a frame member manufacturing device.
【請求項2】 前記妻型枠が鉄筋を挿入可能な鉄筋用穴
を有し、鉄筋を支持することを特徴とする請求項1記載
の躯体部材製造装置。
2. An apparatus for manufacturing a skeleton member according to claim 1, wherein the gable formwork has a hole for a reinforcing bar into which a reinforcing bar can be inserted, and supports the reinforcing bar.
【請求項3】 前記ベッドを昇降させる揚重機構部を備
えたことを特徴とする請求項1又は請求項2記載の躯体
部材製造装置。
3. The skeleton member manufacturing apparatus according to claim 1 or 2, further comprising a lifting mechanism section that raises and lowers the bed.
JP25009192A 1992-09-18 1992-09-18 Body member production device Pending JPH07117035A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP25009192A JPH07117035A (en) 1992-09-18 1992-09-18 Body member production device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP25009192A JPH07117035A (en) 1992-09-18 1992-09-18 Body member production device

Publications (1)

Publication Number Publication Date
JPH07117035A true JPH07117035A (en) 1995-05-09

Family

ID=17202685

Family Applications (1)

Application Number Title Priority Date Filing Date
JP25009192A Pending JPH07117035A (en) 1992-09-18 1992-09-18 Body member production device

Country Status (1)

Country Link
JP (1) JPH07117035A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2008504473A (en) * 2004-07-07 2008-02-14 アロイス・ヴォベン Facilities used for the manufacture and / or assembly of goods
CN105690556A (en) * 2014-11-25 2016-06-22 中国联合装备集团安阳机械有限公司 Molding device for steel bar mesh cage composite wall board

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2008504473A (en) * 2004-07-07 2008-02-14 アロイス・ヴォベン Facilities used for the manufacture and / or assembly of goods
US7845121B2 (en) 2004-07-07 2010-12-07 Aloys Wobben Facility used for the production and/or assembly of goods
CN105690556A (en) * 2014-11-25 2016-06-22 中国联合装备集团安阳机械有限公司 Molding device for steel bar mesh cage composite wall board
CN105690556B (en) * 2014-11-25 2017-08-25 中国联合装备集团安阳机械有限公司 A kind of former of rebar cylinder mould combined wall board

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