JPS646009B2 - - Google Patents
Info
- Publication number
- JPS646009B2 JPS646009B2 JP56126382A JP12638281A JPS646009B2 JP S646009 B2 JPS646009 B2 JP S646009B2 JP 56126382 A JP56126382 A JP 56126382A JP 12638281 A JP12638281 A JP 12638281A JP S646009 B2 JPS646009 B2 JP S646009B2
- Authority
- JP
- Japan
- Prior art keywords
- formwork
- lightweight material
- reinforcing bars
- concrete
- lightweight
- 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
Links
- 239000003562 lightweight material Substances 0.000 claims description 40
- 238000009415 formwork Methods 0.000 claims description 21
- 230000003014 reinforcing effect Effects 0.000 claims description 20
- 238000004519 manufacturing process Methods 0.000 claims description 10
- 238000000034 method Methods 0.000 claims description 9
- 230000002787 reinforcement Effects 0.000 claims description 9
- 125000006850 spacer group Chemical group 0.000 claims description 7
- 229920006328 Styrofoam Polymers 0.000 claims description 2
- 239000008261 styrofoam Substances 0.000 claims description 2
- 239000000463 material Substances 0.000 description 5
- 238000009413 insulation Methods 0.000 description 2
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 1
- 210000000078 claw Anatomy 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000007599 discharging Methods 0.000 description 1
- 239000004794 expanded polystyrene Substances 0.000 description 1
- 239000004570 mortar (masonry) Substances 0.000 description 1
- NJPPVKZQTLUDBO-UHFFFAOYSA-N novaluron Chemical group C1=C(Cl)C(OC(F)(F)C(OC(F)(F)F)F)=CC=C1NC(=O)NC(=O)C1=C(F)C=CC=C1F NJPPVKZQTLUDBO-UHFFFAOYSA-N 0.000 description 1
- 230000035515 penetration Effects 0.000 description 1
- 230000002093 peripheral effect Effects 0.000 description 1
- 239000013585 weight reducing agent Substances 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
Landscapes
- Panels For Use In Building Construction (AREA)
- Moulds, Cores, Or Mandrels (AREA)
- Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)
Description
【発明の詳細な説明】
本発明は、建築物床板としての必要撓み強度及
び防音(主として遮音)性能を保つ上で必要な成
(肉厚)を有し乍ら、全体をできるだけ軽量化す
るために、その肉厚内に発泡スチロール等の軽量
材を埋入して構成される軽量材入り床板の製造方
法で、詳しくは、コンクリートの打継ぎによつて
生ずるコールドジヨイントをなくすることに伴な
う高品質化、配筋作業とコンクリート打設作業と
の輻湊化に伴なう全体作業の繁雑性および非生産
性の除去等が図れるように、主として工場におけ
る一回のコンクリート打設により製造できるよう
になした軽量材入りプレキヤスト床板の製造方法
に関する。[Detailed Description of the Invention] The present invention aims to reduce the overall weight as much as possible while having the necessary structure (thickness) to maintain the necessary deflection strength and sound insulation (mainly sound insulation) performance as a building floorboard. It is a manufacturing method of lightweight material-containing floorboards, which is constructed by embedding lightweight materials such as expanded polystyrene within the wall thickness of the floorboards. In order to improve quality and eliminate the complexity and unproductiveness of the overall work due to the convergence of reinforcement work and concrete pouring work, it can be manufactured mainly by one time concrete pouring in a factory. The present invention relates to a method of manufacturing a precast floor board containing lightweight materials.
上記の製造方法は、既述のように品質面および
生産性の面で頗る有効である反面、打設したコン
クリートの軽量材下部への廻り込みが不十分で巣
や空洞等を発生し易いこと、ならびに、コンクリ
ート打設に伴なつて軽量材に浮き上がりや水平移
動が生じ、殊に、この軽量材の浮き上がりに起因
して上層格子状鉄筋も突き上げられて配筋精度の
低下をも招き易い欠点がある。 Although the above manufacturing method is very effective in terms of quality and productivity as mentioned above, it is easy to create cavities and cavities due to insufficient penetration of the poured concrete to the bottom of the lightweight material. In addition, when concrete is placed, lightweight materials may lift or move horizontally, and this lifting of lightweight materials can cause the upper layer lattice reinforcing bars to also be pushed up, resulting in a reduction in bar placement accuracy. There is.
本発明は、かかる事情に鑑み、コンクリートの
一回打設による既述の品質画および生産面での有
利性を損なうことなく、極く簡単な構成および工
程付加をもつて、軽量材の位置保持及び配筋精度
の向上が図れる方法を提案せんとする点に目的を
有する。 In view of the above circumstances, the present invention has been developed to maintain the position of lightweight materials with an extremely simple configuration and process addition, without impairing the quality and production advantages of single-time concrete pouring. The purpose of this paper is to propose a method that can improve bar placement accuracy.
本発明による軽量材入りプレキヤスト床板の製
造方法は、上面開放状態で水平又はほぼ水平に姿
勢位置させた型枠内に、梁筋を介して互いに連結
される状態の下層格子状鉄筋及び上層格子状鉄筋
並びに、上下両格子状鉄筋間において埋設される
軽量材を配置するとともに、前記軽量材の下面に
接当してこれを受止め支持する板面状部材とこの
板面状部材から下方に一体延設され、その途中部
分が前記下層格子状鉄筋に固着連結される複数本
の棒状部材群とからなるスペーサーを配置し、か
つ、前記型枠に、コンクリート打設時の前記軽量
材の浮上り及び水平移動を阻止するための押え枠
を固定し、また、前記軽量材にエアー抜き兼用の
コンクリート充填確認用パイプを貫通保持させた
状態で、前記型枠内にコンクリートを打設する事
を特徴とする。 The method for manufacturing a precast floor board containing lightweight materials according to the present invention involves forming lower layer lattice reinforcing bars and upper layer lattice reinforcing bars connected to each other via beam reinforcements in a formwork positioned horizontally or nearly horizontally with its upper surface open. In addition to arranging the reinforcing bars and the lightweight material to be buried between the upper and lower lattice-shaped reinforcing bars, a plate-like member that comes into contact with the lower surface of the lightweight material to receive and support it, and a plate-like member that extends downwardly from this plate-like member are integrated. A spacer consisting of a plurality of rod-shaped members that are extended and whose intermediate portions are fixedly connected to the lower lattice reinforcing bars is arranged, and the spacer is arranged in the formwork to prevent floating of the lightweight material during concrete pouring. A presser frame for preventing horizontal movement is fixed, and concrete is poured into the formwork with a pipe for confirming concrete filling, which also serves as air bleed, penetrated and held in the lightweight material. shall be.
即ち、床板内に埋設すべき上下層の格子状鉄
筋、及び両者を連結する梁筋、ならびに、床板軽
量化を達成するための軽量材を全てを型枠内を予
め組付け配置した状態での唯一回のコンクリート
打設により製造するものであるから、上層部と下
層部との配筋およびコンクリート打設を分割し
て、つまり、時間的に相前後して二回行なう場合
に比べて、コンクリートの打継ぎによるコールド
ジヨイントの発生がなくて強度および品質画で勝
れた床板を得ることができるばかりでなく、工場
での多量生産方式の導入が可能で、生産性の向上
を図れる。その上、型枠内に配置される軽量材に
前述のようなパイプが貫通保持され、かつ、その
軽量材下部には、板面状部材と複数本の棒状部材
群とからなる軽量材および鉄筋群の受止め兼用ス
ペーサーが、かつ、上部には、押え枠が設けられ
ているから、コンクリート打設に伴ない軽量材下
部の型枠内エアーをスムーズに排出してコンクリ
ートの廻り込みを良くし、もつて、軽量材下部に
巣や空洞等の欠陥を発生させないで済むととも
に、コンクリー打設に伴なう軽量材および鉄筋群
の水平移動や浮き上がり、沈み込み、及び、両者
の間隔変動を確実に阻止することができて、軽量
材の埋設位置の確保および配筋精度の向上が図れ
るに至つた。 In other words, the lattice reinforcing bars of the upper and lower layers to be buried in the floorboards, the beam bars connecting the two, and the lightweight materials to achieve the weight reduction of the floorboards are all pre-assembled and arranged in the formwork. Since it is manufactured by pouring concrete only once, the concrete is manufactured in one time, compared to the case where the reinforcing and concrete pouring for the upper and lower layers are divided, that is, carried out twice at the same time. Not only is it possible to obtain floorboards with superior strength and quality because there is no cold joint caused by joints, but it is also possible to introduce a mass production method in factories, which improves productivity. In addition, the above-mentioned pipe is held through the lightweight material arranged in the formwork, and the lightweight material consisting of a plate-like member and a plurality of rod-like members and reinforcing bars are placed under the lightweight material. Since the spacer also serves as a support for the group, and a holding frame is provided at the top, the air inside the formwork at the bottom of the lightweight material can be smoothly discharged during concrete pouring, making it easier for concrete to move around. As a result, defects such as nests and cavities do not occur under the lightweight materials, and horizontal movement, lifting, and sinking of the lightweight materials and reinforcing bars that occur during concrete pouring, as well as changes in the distance between the two, are ensured. This made it possible to secure the buried position of lightweight materials and improve reinforcement accuracy.
以下本発明方法の実施の態様を例示図に基づい
て、工程順に列記する。 Hereinafter, embodiments of the method of the present invention will be listed in order of steps based on illustrative drawings.
第1図で示すように、周辺の複数箇所にテー
ブルバイブレータ取付架台10を取付けてその
上面が水平又はほぼ水平に姿勢位置する定盤1
Aとこの定盤1Aの全周辺に立設固定した周辺
型枠1Bとをもつて、上面開放状態の型枠1を
組付け構成する。 As shown in FIG. 1, a surface plate 1 has table vibrator mounting frames 10 attached at multiple locations around it, and its upper surface is positioned horizontally or almost horizontally.
A and a peripheral formwork 1B erected and fixed around the entire periphery of this surface plate 1A are assembled to form a formwork 1 with an open top surface.
第2図で示すように、前記型枠1内に、縦横
格子に組立構成した上層鉄筋4及び下層鉄筋3
を、ほぼ逆V字形でかつ波形の梁筋2を介して
互いに強度連結した状態で所定の被り厚になる
ようにセツトするとともに、前記上下層の鉄筋
4,3間に形成される空間部に発泡スチロール
等の軽量材5を配置し、そして、これら鉄筋
4,3,2及び軽量材5を、第6図で明示の如
く前記軽量材5の下面に接当してこれを受止め
支持する板面状部材6aとこの板面状部材6a
から下方に延設した複数本の鉄筋等、棒状部材
6b群とからなる軽量材受具兼用スペーサー6
の複数個を用いて、前記棒状部材6b群の途中
を下層鉄筋3に溶接手段、或いは、番線等によ
る結束手段をもつて固着連結する状態にして位
置固定させる。 As shown in FIG. 2, upper layer reinforcing bars 4 and lower layer reinforcing bars 3 are assembled in a vertical and horizontal lattice in the formwork 1.
are set in a substantially inverted V shape and strongly connected to each other via corrugated beam reinforcements 2 to have a predetermined covering thickness, and in the space formed between the reinforcement bars 4 and 3 of the upper and lower layers A lightweight material 5 such as styrofoam is arranged, and the reinforcing bars 4, 3, 2 and the lightweight material 5 are brought into contact with the lower surface of the lightweight material 5 as shown in FIG. 6 to receive and support the plate. Planar member 6a and this plate-like member 6a
A spacer 6 that also serves as a lightweight material receiver, consisting of a group of rod-shaped members 6b, such as a plurality of reinforcing bars extending downward from the
Using a plurality of rod-like members 6b, the intermediate portions of the group of rod-shaped members 6b are fixedly connected to the lower reinforcing steel 3 by welding means or binding means such as wires, and are fixed in position.
次に、第3図イ,ロで示すように、前記型枠
1の上面開放箇所に、コンクリート打設時の前
記軽量材5の浮上り及び水平移動を阻止するた
めにそれらの下面に前記計量材5上面に接当す
る爪付きの複数本の角パイプ利用押え枠7を互
いに平行又はほぼ平行姿勢で並置し、かつ、こ
れら押え枠7両端を前記型枠1に固定するとと
もに、前記各軽量材5に塩ビパイブなどのエア
ー抜き兼用のコンクリート充填確認用パイプ8
を貫通保持させる。 Next, as shown in FIG. 3 A and B, the above-mentioned metering material is placed on the lower surface of the formwork 1 at the open upper surface of the formwork 1 in order to prevent the lightweight material 5 from floating up and moving horizontally during concrete pouring. A plurality of square pipe holding frames 7 with claws that come into contact with the upper surface of the material 5 are arranged parallel to each other in a parallel or almost parallel posture, and both ends of these holding frames 7 are fixed to the formwork 1, and each of the lightweight Pipe 8 for confirming concrete filling, which also serves as air release material such as PVC pipe for material 5
Penetrate and hold.
この状態から第4図で示すように、ホツパー
11を介して前記型枠1内にコンクリート9を
打設する。この時、前記架台10に取付けたテ
ーブルバイブレータ12を作動させて型枠1に
振動を付与することにより打設コンクリート9
の流動性を良くしてこれを軽量材5の下部にも
十分に廻り込ませ、かつ、軽量材5下部の型枠
1内の空気を前記パイプ8を通して排出するこ
とで巣や空洞の発生を抑制するとともに、この
パイプ8を介してコンクリート9が軽量材5下
部にまで十分充填されたか否かを目視確認す
る。 From this state, as shown in FIG. 4, concrete 9 is poured into the formwork 1 via the hopper 11. At this time, the table vibrator 12 attached to the pedestal 10 is activated to apply vibration to the formwork 1, thereby causing the concrete 9 to be placed.
By improving the fluidity of the material so that it can sufficiently flow around the lower part of the lightweight material 5, and by discharging the air in the formwork 1 below the lightweight material 5 through the pipe 8, the generation of nests and cavities is prevented. At the same time, it is visually confirmed whether the concrete 9 is sufficiently filled to the lower part of the lightweight material 5 through the pipe 8.
しかる後、第5図のように、前記パイプ8、
押え枠7、バイブレータ12を除去し、モルタ
ル等による表面仕上げを行ない、適当期間に亘
る養生硬化後に脱型する。 After that, as shown in FIG. 5, the pipe 8,
The holding frame 7 and the vibrator 12 are removed, the surface is finished with mortar or the like, and after curing and hardening for an appropriate period, the mold is removed.
以上の工程によつて精造されたプレキヤスト床
板は、軽量材5が封入されていることからスラブ
成(肉厚)の割に軽く、かつ、コンクリートの打
継ぎによるコールドジヨイントもなければ巣や空
洞もなく、更に、軽量材封入位置及び配筋精度が
良く、品質面でも非常に勝れた床板となる。 The precast floorboards refined through the above process are light compared to the slab construction (thickness) because the lightweight material 5 is enclosed, and there is no cold joint due to concrete pouring, so there is no nesting. There are no cavities, and the position of the lightweight material and the precision of the bar placement are excellent, resulting in a floorboard of excellent quality.
尚、前述の梁筋2としては、上記実施例の如き
逆V字形のものであつても、角形のスターラツプ
筋であつても良い。 The above-mentioned beam reinforcement 2 may be an inverted V-shape as in the above embodiment, or a rectangular stirrup reinforcement.
図面は本発明に係る軽量材入りプレキヤスト床
板の製造方法の実施の態様を例示し、第1図乃至
第5図は各工程の説明図、第6図イ,ロはスペー
サーの拡大縦断面図と斜視図である。
1……型枠、2……梁筋、3……下層鉄筋、4
……上層鉄筋、5……軽量材、6……スペーサ
ー、6a……板面状部材、6b……棒状部材、7
……押え枠、8……パイプ、9……コンクリー
ト。
The drawings illustrate an embodiment of the method for manufacturing a precast floor board containing lightweight materials according to the present invention, and FIGS. 1 to 5 are explanatory diagrams of each process, and FIGS. 6A and 6B are enlarged vertical cross-sectional views of a spacer. FIG. 1... Formwork, 2... Beam reinforcement, 3... Lower layer reinforcing bar, 4
...Upper layer reinforcing bar, 5...Lightweight material, 6...Spacer, 6a...Plate member, 6b...Bar member, 7
...Press frame, 8...Pipe, 9...Concrete.
Claims (1)
させた型枠1内に、梁筋2を介して互いに連結さ
れる状態の下層格子状鉄筋3及び上層格子状鉄筋
4並びに、上下両格子状鉄筋4,3間において埋
設される軽量材5を配置するとともに、前記軽量
材5の下面に接当してこれを受止め支持する板面
状部材6aとこの板面状部材6aから下方に一体
延設され、その途中部分が前記下層格子状鉄筋3
に固着連結される複数本の棒状部材6b群とから
なるスペーサー6を配置し、かつ、前記型枠1
に、コンクリート打設時の前記軽量材5の浮上り
及び水平移動を阻止するための押え枠7を固定
し、また、前記軽量材5にエアー抜き兼用のコン
クリート充填確認用パイプ8を貫通保持させた状
態で、前記型枠1内にコンクリート9を打設する
事を特徴とする軽量材入りプレキヤスト床板の製
造方法。 2 前記軽量材5が発泡スチロールである特許請
求の範囲第1項に記載の軽量材入りプレキヤスト
床板の製造方法。 3 コンクリート打設に伴なつて前記型枠1に振
動を付与する特許請求の範囲第1項又は第2項に
記載の軽量材入りプレキヤスト床板の製造方法。[Scope of Claims] 1. Lower layer lattice reinforcing bars 3 and upper layer lattice reinforcing bars 4, which are connected to each other via beam reinforcements 2, in a formwork 1 which is positioned horizontally or almost horizontally with its upper surface open. A lightweight material 5 is placed between the upper and lower lattice-shaped reinforcing bars 4, 3, and a plate-like member 6a contacts the lower surface of the lightweight material 5 to receive and support it. 6a, and the middle part thereof is connected to the lower layer grid reinforcing bars 3.
A spacer 6 consisting of a plurality of rod-shaped members 6b fixedly connected to the formwork 1 is disposed, and
A holding frame 7 is fixed to prevent floating and horizontal movement of the lightweight material 5 during concrete pouring, and a pipe 8 for confirming concrete filling, which also serves as an air vent, is penetrated and held in the lightweight material 5. A method for producing a precast floor board containing lightweight materials, characterized in that concrete 9 is poured into the formwork 1 in a state where the concrete is placed in the formwork 1. 2. The method for manufacturing a precast floorboard containing lightweight material according to claim 1, wherein the lightweight material 5 is styrofoam. 3. The method for manufacturing a precast floor board containing lightweight materials according to claim 1 or 2, wherein vibration is applied to the formwork 1 during concrete pouring.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP56126382A JPS5828306A (en) | 1981-08-11 | 1981-08-11 | Manufacture of precast floor board containing light material |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP56126382A JPS5828306A (en) | 1981-08-11 | 1981-08-11 | Manufacture of precast floor board containing light material |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS5828306A JPS5828306A (en) | 1983-02-19 |
| JPS646009B2 true JPS646009B2 (en) | 1989-02-01 |
Family
ID=14933764
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP56126382A Granted JPS5828306A (en) | 1981-08-11 | 1981-08-11 | Manufacture of precast floor board containing light material |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS5828306A (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH04235002A (en) * | 1991-01-09 | 1992-08-24 | Kyokuto Kogyo Kk | Floating concrete structure having approximately u-shaped cross section and fabrication thereof |
-
1981
- 1981-08-11 JP JP56126382A patent/JPS5828306A/en active Granted
Also Published As
| Publication number | Publication date |
|---|---|
| JPS5828306A (en) | 1983-02-19 |
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