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JPH02504B2 - - Google Patents
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JPH02504B2 - - Google Patents

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Publication number
JPH02504B2
JPH02504B2 JP1333184A JP1333184A JPH02504B2 JP H02504 B2 JPH02504 B2 JP H02504B2 JP 1333184 A JP1333184 A JP 1333184A JP 1333184 A JP1333184 A JP 1333184A JP H02504 B2 JPH02504 B2 JP H02504B2
Authority
JP
Japan
Prior art keywords
frame
formwork
wall
concrete
plate
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
Application number
JP1333184A
Other languages
Japanese (ja)
Other versions
JPS60159252A (en
Inventor
Yoshiaki Sato
Yasuo Myoshi
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.)
HOKKAIDO NOZAI KOGYO CO
Original Assignee
HOKKAIDO NOZAI KOGYO CO
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 HOKKAIDO NOZAI KOGYO CO filed Critical HOKKAIDO NOZAI KOGYO CO
Priority to JP1333184A priority Critical patent/JPS60159252A/en
Publication of JPS60159252A publication Critical patent/JPS60159252A/en
Publication of JPH02504B2 publication Critical patent/JPH02504B2/ja
Granted legal-status Critical Current

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

Description

【発明の詳細な説明】 本発明はコンクリート床版の構築工法に関す
る。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a method for constructing concrete deck slabs.

従来、コンクリート床版(いわゆるコンクリー
トスラブ)を構築するには壁体の上端内縁から内
側の床面に対応するところに合板、角材、サポー
ト等により型枠を設けるとともに、コンクリート
床版の外面部に対応する壁体の上端外縁にも合
板、角材、セパレータ等により型枠を設立して枠
組みし、そのなかに鉄筋を配置してコンクリート
を充填し、その硬化後に各型枠を取り壊すととも
に、コンクリート床版の外面部、すなわち壁体の
上端外縁の型枠を設けてあつた外面部には仕上げ
モルタルを塗布するかあるいはタイルを張設して
いる。
Conventionally, to construct a concrete slab (so-called concrete slab), a formwork was set up using plywood, square timber, supports, etc. from the inner edge of the upper end of the wall to the area corresponding to the inner floor surface, and at the same time A formwork is set up on the outer edge of the upper end of the corresponding wall using plywood, square timbers, separators, etc., and reinforcing bars are placed inside and filled with concrete. After the hardening, each formwork is demolished and the concrete floor is The outer surface of the plate, that is, the outer surface on which the upper outer edge of the wall has been provided with the formwork, is coated with finishing mortar or covered with tiles.

しかし、この方法では、型枠の設置及び取り壊
しに手間が掛り工期が長くなるばかりか、型枠が
使い捨てのために不経済であり、かつ工費の高騰
を来す欠点があつた。
However, this method not only requires time and effort to install and dismantle the formwork, prolonging the construction period, but also has disadvantages in that the formwork is disposable, making it uneconomical and raising construction costs.

また、上記仕上げモルタルの塗布あるいはタイ
ルの張設にも手間が掛かるとともに、コンクリー
トの硬化後に塗布あるいは張設するためにはがれ
易いという欠点があつた。
Furthermore, it takes a lot of time to apply the finishing mortar or to lay the tiles, and the finishing mortar is easily peeled off because it is applied or laid after the concrete has hardened.

本発明は上記従来の欠点を一挙に解消すること
を目的とするものである。
The present invention aims to eliminate the above-mentioned conventional drawbacks all at once.

本発明は、陶製あるいは繊維補強コンクリート
製の枠板を壁体の上端外縁に設立し、その裏面に
取り付けた係止金具を、壁体の上端内端から内側
の床面に対応するところに設けた型枠に固定して
枠組みし、そのなかに鉄筋を配置してコンクリー
トを充填しその硬化にともない上記枠板を鉄筋コ
ンクリート層と一体化させる。これにより陶製等
の枠板を鉄筋コンクリート層に固結して一体化し
この枠板自体によりコンクリート床版の外面部を
構成させるもので、従来の外面部に対応する型枠
の設置及び取り壊し作業並びに外面部にタイルを
張設しあるいは仕上げモルタルを塗布する作業が
全く不要になる。
In the present invention, a frame plate made of ceramic or fiber-reinforced concrete is installed on the outer edge of the upper end of the wall, and a locking metal fitting attached to the back side is provided at a location corresponding to the floor surface inside from the inner edge of the upper end of the wall. The frame is fixed to a molded frame, reinforcing bars are placed in it, concrete is filled, and as the concrete hardens, the frame plate is integrated with the reinforced concrete layer. As a result, a frame plate made of ceramic or the like is consolidated and integrated with the reinforced concrete layer, and this frame plate itself forms the outer surface of the concrete slab. There is no need to install tiles or apply finishing mortar to the area.

以下には図示した組積造壁体にコンクリート床
版を構築する実施例について説明する。
An example of constructing a concrete slab on the illustrated masonry wall will be described below.

1はセラミツクブロツク2で構築した建物の組
積造の壁体で、その上端内縁から内側の床面に対
応するところに合板3,4、角材5及びサポート
6により型枠7を設けている。
1 is a masonry wall of a building constructed of ceramic blocks 2, and a formwork 7 is provided with plywood 3, 4, square timbers 5, and supports 6 at a position corresponding to the inner floor surface from the inner edge of the upper end.

上記合板3は壁体1の上端内縁に沿つて起立し
セラミツクブロツク2の略1個分の高さを有して
いる。また、合板4は端縁を合板3の上端に重合
固着して水平に張設してある。
The plywood 3 stands up along the inner edge of the upper end of the wall 1 and has a height approximately equal to one ceramic block 2. Further, the plywood 4 is horizontally stretched with its edge superposed and fixed to the upper end of the plywood 3.

8は壁体1の上端外縁に設立した陶製の枠板
で、それは、幅154mm、高さ300mm、厚さ23mmの略
直板状をなし、上端部を裏側に斜めに折曲し、ま
た下端部分を裏側に直角に折曲して係止部9を水
平に突設し、その中央部分にねじ止め用の貫通孔
10を形成するとともに、裏面の上下部分の2個
処に蟻溝11,12を左右辺縁にわたつて互いに
平行に形成している。
Reference numeral 8 denotes a ceramic frame plate installed at the outer edge of the upper end of the wall 1, which is approximately straight plate-shaped with a width of 154 mm, a height of 300 mm, and a thickness of 23 mm, with the upper end bent diagonally to the back side, and the lower end part A locking part 9 is horizontally protruded by bending it at right angles to the back side, and a through hole 10 for screwing is formed in the center of the locking part 9, and dovetail grooves 11 and 12 are formed in two places on the upper and lower parts of the back side. are formed parallel to each other across the left and right edges.

13は枠板8を4個ずつ連結して型枠7に固定
するための係止金具である。係止金具13は細長
な鋼板14の一側面に、貫通孔を形成した短い鋼
板15を熔接し、鋼杆16の直角に折曲した一端
をこの貫通孔に嵌合して熔接するとともに、鋼杆
16の他端にはくぎ打ち用の貫通孔17を列設し
た鋼板18を熔接している。
Reference numeral 13 designates locking fittings for connecting four frame plates 8 at a time and fixing them to the formwork 7. The locking fitting 13 is made by welding a short steel plate 15 with a through hole formed to one side of an elongated steel plate 14, fitting one end of a steel rod 16 bent at right angles into this through hole, and welding the steel rod 14. A steel plate 18 having a row of through holes 17 for driving nails is welded to the other end of the rod 16.

上記鋼板14と鋼杆16は略T字状に配置され
て鋼板14が垂直に、鋼板18が水平になつてい
るとともに、鋼板14は蟻溝11,12に密嵌す
る幅と蟻溝11,12の長さの約3倍の長さを有
し、鋼杆16はセラミツクブロツク2の厚さより
も少し長いものである。
The steel plate 14 and the steel rod 16 are arranged in a substantially T-shape, with the steel plate 14 being vertical and the steel plate 18 being horizontal. The length of the steel rod 16 is approximately three times that of the ceramic block 12, and the steel rod 16 is slightly longer than the thickness of the ceramic block 2.

枠板8を壁体1の上端外縁に列設し型枠7とに
より枠組みするには、まず2枚の枠板8,8を目
地間隔をあけて並べ、蟻溝11,11に係止金具
13の鋼板14を密嵌させて両側部を左右に突出
させておく。これら枠板8,8を壁体1の上端外
縁に載置し、かつ係止部9,9の貫通孔10,1
0には、上端外縁に予め設立してあるボルト19
を挿通させてナツト20を緊締するとともに、鋼
板18を前記型枠7の合板4にあてがい、貫通孔
17を通じくぎを打ち付けて固定する。
In order to line up the frame boards 8 on the outer edge of the upper end of the wall 1 and frame them with the formwork 7, first arrange the two frame boards 8, 8 with a gap between the joints, and attach the locking metal fittings to the dovetail grooves 11, 11. 13 steel plates 14 are tightly fitted and both sides protrude left and right. These frame plates 8, 8 are placed on the outer edge of the upper end of the wall 1, and the through holes 10, 1 of the locking parts 9, 9 are placed.
0 has a bolt 19 pre-installed on the outer edge of the upper end.
At the same time, the steel plate 18 is applied to the plywood 4 of the formwork 7, and nails are driven through the through holes 17 to fix the steel plate 18.

かくして、壁体1の上端外縁に設立した上記枠
板8,8の両側のところに、別の枠板8,8を、
蟻溝11,11を鋼板14に嵌合させて載置し、
かつ係止部9の貫通孔10に挿通したボルト19
にナツト20を緊締し、これら4枚の枠板8を係
止金具13により互いに連結し、かつ型枠7に固
定された状態に設立する。
Thus, on both sides of the frame plates 8, 8 established at the upper outer edge of the wall 1, other frame plates 8, 8 are installed.
The dovetail grooves 11, 11 are fitted onto the steel plate 14 and placed,
and the bolt 19 inserted into the through hole 10 of the locking part 9
The nuts 20 are tightened to connect these four frame plates 8 to each other with the locking metal fittings 13, and to establish them in a state where they are fixed to the formwork 7.

さらに上記4枚の枠板8の場合と同じ要領で、
壁体1の上端外縁の型枠4に対向するところに枠
板8を所要数列設して枠組みする。なお、上記各
枠板8同士の間には目地間隔を設け、そこに発泡
プラスチツク製のパツキン(図示してない)を嵌
着している。
Furthermore, in the same manner as in the case of the four frame plates 8 above,
A required number of rows of frame plates 8 are installed at the outer edge of the upper end of the wall 1 at a location opposite to the formwork 4 to form a framework. Incidentally, a joint interval is provided between each of the frame plates 8, and a foamed plastic gasket (not shown) is fitted into the joint interval.

次に上記枠組みのなかに所要の鉄筋21を配置
して壁体1の縦筋22に要所を針金で緊締すると
ともに、列設された各枠板8の上端部分に断面略
逆凹形の細長い金属製の抑止杆23を嵌合させて
おいてコンクリートを充填し、その硬化にともな
い各枠板8を鉄筋コンクリート層(図示してな
い)と一体化させ、硬化後に型枠7を取り壊し、
抑止杆23及びパツキンを取り外して目地モルタ
ルを施す。
Next, the required reinforcing bars 21 are arranged in the above-mentioned framework and tightened to the longitudinal bars 22 of the wall body 1 at important points with wire, and at the same time, the upper end portions of each of the frame boards 8 arranged in a row are provided with a substantially inverted concave cross section. Elongated metal restraining rods 23 are fitted and concrete is filled, and as the concrete hardens, each frame board 8 is integrated with a reinforced concrete layer (not shown), and after hardening, the formwork 7 is demolished.
Remove the restraining rod 23 and packing and apply joint mortar.

このように構築されたコンクリート床板の外面
部は鉄筋コンクリート層と一体化した枠板8自体
により構成されている。
The outer surface of the concrete floor plate thus constructed is constituted by the frame plate 8 itself integrated with the reinforced concrete layer.

なお、上記実施例では、陶製の枠板を使用した
場合について説明したが、これに限らず、繊維補
強コンクリート製の枠板を使用してもよい。
In addition, in the above embodiment, the case where a ceramic frame plate is used has been described, but the present invention is not limited to this, and a frame plate made of fiber-reinforced concrete may also be used.

また、2枚の枠板を係止金具で予め連結してか
ら壁体の上端に設置したが、2枚に限らず、枠板
の大きさ、重量及び載置するところの幅等を勘案
して1枚あるいは3枚以上適宜の枚数にしてもよ
い。
In addition, although two frame boards were connected in advance with locking metal fittings and then installed on the top of the wall, the number of frames was not limited to two. The appropriate number of sheets may be one or three or more.

以上述べたところから明らかなように本発明に
よれば、構築しようとするコンクリート床版の外
面部に対応させて設立した陶製等の枠板を鉄筋コ
ンクリート層に固結して一体化しこの枠板自体に
よりコンクリート床板の外面部を構成させるよう
にしたので、換言すれば、従来の外面部に対応す
る型枠の如くコンクリートの硬化後に取り壊すこ
とがないので、その取り壊し作業が行わない分、
工期の短縮及び工費の節減を図れる。
As is clear from the above description, according to the present invention, a frame plate made of ceramic or the like, which is made to correspond to the outer surface of the concrete slab to be constructed, is consolidated and integrated with the reinforced concrete layer, and the frame plate itself In other words, unlike the conventional formwork corresponding to the external surface, it does not have to be demolished after the concrete has hardened, so the demolition work is not required.
It is possible to shorten the construction period and reduce construction costs.

また、コンクリート床版の外面部は陶製あるい
は繊維補強コンクリート製の枠板により構成され
るので、その外面部にタイルを張設したり仕上モ
ルタルを塗布する仕上工事を別途行う必要がない
から経済的であり、かつ工費も短縮できる。
In addition, since the external surface of the concrete slab is made of ceramic or fiber-reinforced concrete frame plates, there is no need for separate finishing work such as laying tiles on the external surface or applying finishing mortar, making it economical. Moreover, the construction cost can be reduced.

さらに、上記陶製等の枠板は壁体の上端に載置
し、裏面に取り付けた係止金具を型枠に固定して
設立しているので、それを設立する作業中、既に
設立してある枠板が不用意にずれたり倒れること
がないばかりか、コンクリートを充填するときに
も枠板がずれたり倒れることがないので作業性が
良い。
In addition, the ceramic frame plate mentioned above is placed on the top of the wall and the locking metal fittings attached to the back side are fixed to the formwork, so during the work to establish it, it is already established. Not only does the frame plate not shift or fall carelessly, but the frame plate also does not shift or fall when filling with concrete, so work efficiency is good.

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

図面は本発明の実施例を示し、第1,2図は陶
製の枠板の正面図及び側面図、第3図は2枚の枠
板の裏面に係止金具を取り付けた状態を示した斜
視図、第4図は枠板及び型枠による枠組みのなか
に鉄筋を配置した状態を示した要部の側面図であ
る。 1……壁体、3,4……合板、5……角材、6
……サポート、7……壁体、8……枠板、13…
…係止金具、21……鉄筋。
The drawings show an embodiment of the present invention, and FIGS. 1 and 2 are a front view and a side view of a ceramic frame plate, and FIG. 3 is a perspective view showing a state in which locking metal fittings are attached to the back surfaces of two frame plates. FIG. 4 is a side view of the main parts showing a state in which reinforcing bars are arranged in a framework made up of frame plates and formwork. 1... Wall, 3, 4... Plywood, 5... Square timber, 6
...Support, 7...Wall, 8...Frame board, 13...
...Latching metal fitting, 21...Reinforcing bar.

Claims (1)

【特許請求の範囲】[Claims] 1 壁体の上端内縁から内側の床面に対応すると
ころに、合板、角材、サポート等によつて型枠を
設ける工程と、上記壁体の上端外縁に陶製あるい
は繊維補強コンクリート製の枠板を設立しその裏
面に取りつけた係止金具を上記型枠に固定して枠
組みする工程と、上記枠組みのなかに鉄筋を配置
してコンクリートを充填しその硬化にともない上
記枠板を鉄筋コンクリート層と一体化したのち、
上記型枠を撤去する工程とからなることを特徴と
するコンクリート床板の構築工法。
1 The process of providing a formwork using plywood, square timber, supports, etc. from the inner edge of the upper end of the wall to the area corresponding to the inner floor surface, and the process of installing a frame board made of ceramic or fiber-reinforced concrete on the outer edge of the upper end of the wall. The process of fixing the locking metal fittings installed on the back side of the frame to the above-mentioned formwork and framing it, placing reinforcing bars in the above-mentioned frame and filling it with concrete, and as it hardens, the above-mentioned frame plate is integrated with the reinforced concrete layer. After that,
A method for constructing a concrete floor plate, comprising the step of removing the formwork.
JP1333184A 1984-01-30 1984-01-30 Construction of concrete floor panel Granted JPS60159252A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1333184A JPS60159252A (en) 1984-01-30 1984-01-30 Construction of concrete floor panel

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1333184A JPS60159252A (en) 1984-01-30 1984-01-30 Construction of concrete floor panel

Publications (2)

Publication Number Publication Date
JPS60159252A JPS60159252A (en) 1985-08-20
JPH02504B2 true JPH02504B2 (en) 1990-01-08

Family

ID=11830154

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1333184A Granted JPS60159252A (en) 1984-01-30 1984-01-30 Construction of concrete floor panel

Country Status (1)

Country Link
JP (1) JPS60159252A (en)

Also Published As

Publication number Publication date
JPS60159252A (en) 1985-08-20

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