JPS5824051A - Constructing of slab - Google Patents

Constructing of slab

Info

Publication number
JPS5824051A
JPS5824051A JP12174481A JP12174481A JPS5824051A JP S5824051 A JPS5824051 A JP S5824051A JP 12174481 A JP12174481 A JP 12174481A JP 12174481 A JP12174481 A JP 12174481A JP S5824051 A JPS5824051 A JP S5824051A
Authority
JP
Japan
Prior art keywords
slab
reinforcing bars
construction
plate
concrete
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
JP12174481A
Other languages
Japanese (ja)
Inventor
小林 聰介
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.)
Kobayashi Block Kogyo KK
Original Assignee
Kobayashi Block Kogyo KK
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 Kobayashi Block Kogyo KK filed Critical Kobayashi Block Kogyo KK
Priority to JP12174481A priority Critical patent/JPS5824051A/en
Publication of JPS5824051A publication Critical patent/JPS5824051A/en
Pending legal-status Critical Current

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Abstract

(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。
(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.

Description

【発明の詳細な説明】 この発明はスラブの打設をスラブ打設型板の接合横架と
、この接合横架された型板の鉄筋相互の重着並びにコン
クリートの打設処理のみをもって迅速に且つ確実に作出
することを目的としたものである。
[Detailed Description of the Invention] This invention speeds up slab pouring by only using horizontal joints of slab pouring templates, mutual attachment of reinforcing bars of the joined horizontally mounted templates, and concrete pouring process. The purpose is to produce it reliably.

而して従前に於けるこの種のスラブの打設に於いては傳
祭梁間に型枠を介装し、この型枠の支保工さ、型枠内面
に於ける配筋施工とをもって打設面を霊威した後コンク
リートを打設養生したものであって、スラブ施工に多く
の作業手間並びに機材を必要上したものであろう 即ち、従前手法に於いては逐−j〜シ枠を組みつける必
要があり、当然のこと乍ら大工職人による型組みき支保
工処理きが必要とされ、又配筋工による配筋処理を必要
とされたものである1更に一定の期間の養生を必要とし
、即スラブ上に上部倫築物を作ることは種々の不都合を
誘起したものである0   ′父、当然のこと乍ら養生
後に於いては使用型枠の取外し、搬出と、型枠材の整理
、補修が要請されたものであって、こね5等に多くの作
業手間を費したものである。又、か\る脱型表面、殊に
天井部C:を粗面とさむ2、更に左官職人等によるハツ
リ、ツケ送り等の表面仕上げ処1’JJ’jが要請され
たものである。
Therefore, in the past, when pouring this type of slab, a formwork was inserted between the densai beams, and this formwork was supported and reinforcement was placed on the inner surface of the formwork. After the surface was polished, concrete was poured and cured, which would have required a lot of work and equipment for slab construction.In other words, in the previous method, the frames were assembled one by one. Naturally, it was necessary for carpenters to form and support the molds, and reinforcements to be placed by reinforcement workers. However, constructing the upper structure on the slab immediately caused various inconveniences.Of course, after curing, it was necessary to remove and carry out the used formwork, and organize the formwork materials. , repair was requested, and a lot of work and effort was spent on kneading 5 and the like. In addition, it was requested that the demolded surface, especially the ceiling C:, be roughened 2, and that the surface be finished by a plasterer or the like, such as chiseling and chipping.

本発明に係るスラブの施工方法に於いては、予め1mナ
アルカリ性のガラスクロス材をもって補強した強化コン
クリート板を用慧し、この板の成形時に於いてスラブ筋
を被板に一体のものとなし、叙上従前例に於ける型枠施
工、支保工処理並びに配筋処理と、;Jmm後後於ける
脱型並びに表面仕上げ処理を一切不要としたものである
、 而して本発明に於いては斯かる緒特性の合目的々な奏効
を萌すべく特にその構成の要旨を耐アルカリ性ガラスク
ロスを介装成形した強化コンクリート板面上にスラブ用
鉄筋を一体的に立設せしめるようにしたスラブ打設型板
を、慴築梁間に順次接合横架し、該型枠鉄筋を相互1こ
1に1着した後この型板鉄筋が充分に埋め込まれるまで
咳型板面上tこコンクリートを打設養生せしめるように
した点に置き、以下の具体的な実施例き、この実施例に
附随する相当の設計変更を予定したものである、 以下本発明;こ係ろスラブの施工を図面に示す典型的な
一実施例について説明するに、(1)は耐アルカリ性ガ
ラス素材よりなるクロスであり、強度の作出を特に意図
して、ニないし複数層に積層されたものであり、(2)
は、このクロス1.1)〜(1)を介装補強素材とした
強化コンクリート板であって、被弾化コンクリート板(
2)は必要に応じて耐アルカリ性グラスファイバーチョ
ップを3〜8 wt%混入したものである。
In the method of constructing a slab according to the present invention, a reinforced concrete plate reinforced with a 1 m alkaline glass cloth material is used, and when this plate is formed, the slab reinforcement is integrated with the cover plate. The present invention eliminates the need for formwork construction, shoring treatment, and reinforcement treatment in the prior art described above, as well as demolding and surface finishing treatment after Jmm. In order to achieve the desired effects of the above-mentioned characteristics, the gist of the construction is a slab in which reinforcing bars for the slab are integrally erected on the surface of a reinforced concrete plate formed with alkali-resistant glass cloth interposed therein. The casting templates are successively connected horizontally between the construction beams, and the formwork reinforcing bars are attached to each other one by one, then concrete is poured over the surface of the casting template until the template reinforcing bars are fully embedded. The following is a specific example, with considerable design changes accompanying this example. Hereinafter, the present invention; the construction of a rolling slab is shown in the drawings. To explain one typical example, (1) is a cloth made of alkali-resistant glass material, which is laminated in two or more layers with the intention of creating strength; (2)
is a reinforced concrete plate using these crosses 1.1) to (1) as intervening reinforcing materials, and is a reinforced concrete plate (
2) is one in which 3 to 8 wt% of alkali-resistant glass fiber chopped is mixed as required.

か\る板(2)に波状をなす連結部i″rFI+31 
a〜13)a企、その波の上面並びに下面に於いて、こ
れ(こ直交ずろ鉄筋131 b 、 131 bをもっ
て連結せしめるようにな1.=共に鉄筋13)aの波ぎ
同一方向に向けて別に鉄筋131c 、 131c f
介装し、これ等を溶接あるいは結束をもって一体になす
と共に下部の連結部を板(2)内に埋設するようにして
鉄筋(3)と板12)とを一体としたものである、 尚、か\る鉄筋13)す板(2)との一体化に於いて、
板(2)に対する鉄筋1;()の埋設性を良好とすべく
特に埋設部分の板厚を厚くしたリブ(2)aになすこと
か別途予定されると共に、更に板(2)の下面、即ちス
ラブ成形時に於いて天井部を構成すべき端面に同様のリ
ブを、装飾をかねて(條設することが別に予定されたも
のである。
A wavy connecting part i″rFI+31 on the plate (2)
a to 13) On the upper and lower surfaces of the wave, connect the perpendicular staggered reinforcing bars 131 b and 131 b so that the waves in a are facing in the same direction. Separately reinforcing bars 131c, 131c f
The reinforcing bars (3) and plate 12) are integrated by welding or bundling them together, and by burying the lower connecting part in the plate (2). In integrating the reinforcing bar 13) with the plate (2),
In order to improve the embedability of reinforcing bars 1 for plate (2), rib (2) a is planned to have a thicker plate thickness at the buried part, and furthermore, the lower surface of plate (2), That is, during slab molding, it was separately planned to provide similar ribs for decoration on the end faces that were to form the ceiling.

か\る構成よりなる板(2)を梁(4)間に横架して1
1直次接合し、梁(4)間の構成開口面を全面的に閉塞
してスラブの打設面を構成したものであり、通例板(2
)は梁(4)ないしは補助梁間に即横架され得る長尺の
ものとして川音し、これ等板(2)の接合横架と、板(
2)〜(2)相互の鉄筋(3)の正着をもって基本的な
打設面施工を終了したものである。
A board (2) consisting of the following structure is hung horizontally between beams (4).
The slab is directly joined and the opening surface between the beams (4) is completely closed to form the pouring surface of the slab.
) is a long piece that can be immediately hung horizontally between beams (4) or auxiliary beams, and the connecting horizontal frame of plate (2) and plate (
2) - (2) The basic pouring surface construction is completed with the correct attachment of the mutual reinforcing bars (3).

次いで、この型板12)而−ヒに配紳用のトラフ等を設
けた後、板(2)面上にコンクリート(5)を打設し、
スラブ施工を終了したものである。
Next, after providing a trough for manning on this template 12), concrete (5) is poured on the surface of the plate (2),
Slab construction has been completed.

一般的には先の鉄筋13)が充分埋没するようにコンク
リート(5)を打設すると共に表面処理を別途施すよう
にしたものである。
Generally, concrete (5) is cast so that the reinforcing bars 13) are sufficiently buried, and a surface treatment is separately applied.

本発明に係るスラブの施工方法に於いては逐−型枠殉工
を廁す必要がなく板(2)を単に並べろことのみをもっ
て、型枠作1:+15 、支保工処理、配筋処14■1
の全てを終了し、スラブW形は単に仮(2)面上にコン
ク11− ト[51を打込むこみのみをもって完了し、
仙θ)全ての施工を不j!ソとしたものである。
In the method of constructing a slab according to the present invention, there is no need to carry out construction of the formwork one by one, and by simply arranging the plates (2), formwork construction 1: +15, shoring treatment, and reinforcement treatment are performed. 14■1
After completing all of the steps above, the W-shaped slab was completed by simply pouring concrete 11-51 onto the temporary (2) surface.
Sen θ) All construction is unnecessary! It was made as follows.

従って本発明の殉工方法に於いては施工コストが特(こ
低廉きざ旬る他、施工期間の短縮化が計られ、たもので
あるっ 又、本発明に係るii f21は、工場生産による均一
な品質を約束さイ11、成形スラブの強度を特に保障さ
イア、たもσ)であり、又板底面である天井面の表面に
於ける1酎衝撃、曲げ強度特性も良好とさね1、抜部に
於けるクラック事故等を未然)こ防1ヒすると共に、板
(2)そのもσ)をもって天井面とすることかり能(!
:さ杓、1こものである。
Therefore, in the construction method of the present invention, the construction cost is particularly low, and the construction period is shortened. It guarantees uniform quality (11), and particularly guarantees the strength of the molded slab (11), and also ensures good impact and bending strength properties on the ceiling surface, which is the bottom of the plate. 1. In addition to preventing accidents such as cracks in the extraction part, it is also possible to use the board (2) itself as a ceiling surface (!).
: It's a ladle.

尚、4反121ヲ耐アルカリ1牛ガラスクロス11)〜
甲の補強コンクリート+711造とじたこ吉は、板(2
)の軽Ii化を(奪[・4すると共に板(2)を、あく
さでも構造物の型枠代替品とし、fn造主体を、鉄筋1
3)の周囲に充填さね、るコンクリート151層とする
ことを意図し、一方はスラブ構造(ハ堅牢化を101し
たものであろ2、
In addition, 4 cloth 121 wo alkali resistant 1 cow glass cloth 11) ~
Reinforced concrete on the instep + 711 construction and Koji Takoyoshi is made of board (2
) to light II (deprive [・4 and use board (2) as a formwork substitute for the structure even in the dark, and replace the main body of fn construction with reinforcing steel 1).
3) is intended to be filled with 151 layers of concrete, one of which is a slab structure (2) with 101 layers of solidity.

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

第1図は本発明に係るスラブ画工用の板の斜視図を、第
2図は同長手方向の断面図を、第311■は短寸方向0
)断面図を、第4図はbm工4;ζ態の断面図を示した
ものである〇尚、図中11・・・耐アルカリ性ガラスク
ロス、(2)・・・強化コンクリート板、+:++・・
・鉄筋、(4)・・・梁、(5)・・・コンクリートを
示したものである。
Fig. 1 is a perspective view of a slab painter's board according to the present invention, Fig. 2 is a sectional view in the longitudinal direction, and No. 311■ is a cross-sectional view in the short direction
) cross-sectional view, and Figure 4 shows a cross-sectional view of bm construction 4; ++・・
・Reinforcement bars, (4)...beams, and (5)...concrete are shown.

Claims (1)

【特許請求の範囲】[Claims] 耐アルカl 11ガラスクロスを介装成形した強化コン
クリート板面上にスラブ用鉄筋を一体的に立役せしめる
よう1こしたスラブ打設型板を、借築梁間に順次接合横
架し、咳型板鉄筋を相互に市者した後この型板鉄筋が充
分(こ埋め込まれるまで咳型板面上にコンクリートを打
設養生せしめるようにしたことを特徴とするスラブの細
工方法。
Slab casting templates, which are made by scraping them so that the reinforcing bars for the slab can stand integrally on the reinforced concrete plate surface with alkali-resistant l 11 glass cloth interposed therein, are successively joined horizontally between the borrowed construction beams, and then the cough templates are made. A method for constructing a slab, which is characterized in that after reinforcing bars are mutually bonded, concrete is cast and cured on the surface of the mold board until the reinforcing bars of the mold board are fully embedded.
JP12174481A 1981-08-03 1981-08-03 Constructing of slab Pending JPS5824051A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP12174481A JPS5824051A (en) 1981-08-03 1981-08-03 Constructing of slab

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP12174481A JPS5824051A (en) 1981-08-03 1981-08-03 Constructing of slab

Publications (1)

Publication Number Publication Date
JPS5824051A true JPS5824051A (en) 1983-02-12

Family

ID=14818799

Family Applications (1)

Application Number Title Priority Date Filing Date
JP12174481A Pending JPS5824051A (en) 1981-08-03 1981-08-03 Constructing of slab

Country Status (1)

Country Link
JP (1) JPS5824051A (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS60184149A (en) * 1984-03-02 1985-09-19 鉄建建設株式会社 Mold frame of reinforced concrete floor panel
JPH0196909U (en) * 1987-12-18 1989-06-28
JPH06341183A (en) * 1993-10-22 1994-12-13 Kajima Corp Manufacture of thin walled precast concrete
JPH07109785A (en) * 1993-10-13 1995-04-25 Sumitomo Metal Mining Co Ltd Permanent form alc panel and mounting method thereof

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS60184149A (en) * 1984-03-02 1985-09-19 鉄建建設株式会社 Mold frame of reinforced concrete floor panel
JPH0196909U (en) * 1987-12-18 1989-06-28
JPH07109785A (en) * 1993-10-13 1995-04-25 Sumitomo Metal Mining Co Ltd Permanent form alc panel and mounting method thereof
JPH06341183A (en) * 1993-10-22 1994-12-13 Kajima Corp Manufacture of thin walled precast concrete

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