JPH0414233B2 - - Google Patents

Info

Publication number
JPH0414233B2
JPH0414233B2 JP14231986A JP14231986A JPH0414233B2 JP H0414233 B2 JPH0414233 B2 JP H0414233B2 JP 14231986 A JP14231986 A JP 14231986A JP 14231986 A JP14231986 A JP 14231986A JP H0414233 B2 JPH0414233 B2 JP H0414233B2
Authority
JP
Japan
Prior art keywords
formwork
concrete
slab
support frame
mold
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
JP14231986A
Other languages
Japanese (ja)
Other versions
JPS63562A (en
Inventor
Naoaki Shimura
Shozo Maeda
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.)
Kajima Corp
Original Assignee
Kajima Corp
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 Kajima Corp filed Critical Kajima Corp
Priority to JP14231986A priority Critical patent/JPS63562A/en
Publication of JPS63562A publication Critical patent/JPS63562A/en
Publication of JPH0414233B2 publication Critical patent/JPH0414233B2/ja
Granted legal-status Critical Current

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  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
  • On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)

Description

【発明の詳細な説明】 〔産業上の利用分野〕 この発明は、コンクリートスラブの打設方法に
関する。
DETAILED DESCRIPTION OF THE INVENTION [Field of Industrial Application] The present invention relates to a method for placing a concrete slab.

〔発明が解決しようとする問題点〕[Problem that the invention seeks to solve]

従来、コンクリートスラブを打設するには、そ
の下面に合板等の型枠を配しコンクリートを注入
し施工していた。この方法では、スラブ下面にジ
ヨイストスラブ等の凹凸面を形成するには複雑な
型枠を必要とし、型枠大工の手間が著しく大とな
つた。また、流体を封入したチユーブを挿入する
ボイド方式で凹凸面を形成する方法もあるが、浮
力が作用し扱いにくい欠点があつた。
Conventionally, when pouring a concrete slab, a formwork such as plywood was placed on the underside of the slab and concrete was poured into the slab. In this method, a complicated formwork is required to form an uneven surface such as a joystick slab on the lower surface of the slab, which significantly increases the time and effort of the formwork carpenter. There is also a method of forming an uneven surface using a void method in which a tube filled with fluid is inserted, but this method has the disadvantage of being difficult to handle due to buoyancy.

この発明は上記事情に鑑みなされたものであ
る。その目的は型枠大工の手間を軽減し、ジヨイ
ストスラブ等の凹凸下面をもつたコンクリートス
ラブを能率よく打設する方法を提案するにある。
This invention was made in view of the above circumstances. The purpose is to reduce the labor of formwork carpenters and to propose a method for efficiently pouring concrete slabs with uneven lower surfaces, such as joist slabs.

〔問題点を解決するための手段〕[Means for solving problems]

このコンクリートスラブの打設方法は、打設す
べきコンクリートスラブの下面位置に、空気、水
等の流体を封入することにより所定形状の凹凸表
面を形成するマツト状膜型枠を支持枠上に載置し
て配し、この型枠内に流体を封入し凹凸表面とな
した後にその上にコンクリートを打設硬化後前記
型枠内の流体を排出し脱型することを特徴とす
る。
This method of placing a concrete slab involves placing a pine-like membrane form on a support frame, which forms an uneven surface of a predetermined shape by sealing fluid such as air or water on the lower surface of the concrete slab to be placed. The method is characterized in that the mold is placed in a mold, and a fluid is sealed in the mold to form an uneven surface, and then concrete is poured on top of the mold, and after hardening, the fluid in the mold is discharged and the mold is removed.

以下、この打設方法を図示する実施例により説
明する。
This casting method will be explained below with reference to illustrated embodiments.

第1図においてコンクリートスラブを打設する
に当り、スラブの下側位置に支持枠1を配置す
る。支持枠1は第8図aのごとく足場枠2とその
上面に配したパイプ3とで構成し、所望高さの水
平の支持面を形成する。
In FIG. 1, when placing a concrete slab, a support frame 1 is placed below the slab. The support frame 1 is composed of a scaffold frame 2 and a pipe 3 disposed on the upper surface of the scaffold frame 2, as shown in FIG. 8a, and forms a horizontal support surface of a desired height.

第2図、第8図bのごとく、支持枠1の上面に
マツト状膜型枠4(以下型枠という)を載置し、
所要位置において、支持枠1に緊結する(図示せ
ず)。型枠4は第9図のごとく、上下2枚の不透
気性の膜材5,5′を重ね、周縁を気密に固着し
上面の膜材5には所望形状の膨み代が設けてあ
る。この型枠4は膜材5,5′間に空気、水、等
を注入すると膨み代部分が膨出し、長方体形の凸
部6を形成し、凸部以外の部分は膜材5,5′の
間隔が狭い平面部7を形成する。
As shown in FIGS. 2 and 8b, a pine-like membrane formwork 4 (hereinafter referred to as formwork) is placed on the upper surface of the support frame 1,
At the required position, it is fastened to the support frame 1 (not shown). As shown in Fig. 9, the formwork 4 is made up of two upper and lower air-impermeable membrane materials 5 and 5' stacked on top of each other, the periphery of which is airtightly fixed, and the upper membrane material 5 is provided with a bulge of a desired shape. . When air, water, etc. are injected between the membrane materials 5 and 5', the bulge portion of this formwork 4 swells to form a rectangular convex portion 6, and the portion other than the convex portion is the membrane material 5, Plane portions 7 with narrow intervals 5' are formed.

第3図は支持枠1上に載置した型枠4内に空気
を封入した状態であり、上面に縦横格子状又は横
格子状に直方体形又は、角錐、円錐、半球等の凸
部6が突出している。この状態において第4図の
ごとく、凸部6,6間の縦横方向に鉄筋8を配筋
する。続いてこの型枠4上にコンクリート9を注
入する(第5図)。コンクリート9が硬化した後、
型枠4内の空気を抜き収縮せしめ(第6図)、支
持枠1を解体撤去するとともに、型枠4を脱型
し、下面に所望の凹凸面をもつたコンクリートス
ラブ10の打設が完了する(第7図)。
Figure 3 shows a state in which air is sealed in a mold 4 placed on a support frame 1, and convex portions 6 such as rectangular parallelepipeds, pyramids, cones, hemispheres, etc. are formed on the top surface in a vertical and horizontal lattice pattern or in a horizontal lattice pattern. It stands out. In this state, as shown in FIG. 4, reinforcing bars 8 are arranged in the vertical and horizontal directions between the convex portions 6, 6. Concrete 9 is then poured onto this formwork 4 (Fig. 5). After concrete 9 has hardened,
The air in the formwork 4 is removed and contracted (Fig. 6), the support frame 1 is dismantled and removed, and the formwork 4 is demolded, completing the casting of a concrete slab 10 with the desired uneven surface on the lower surface. (Figure 7).

この打設方法で用いるマツト状膜型枠は塩化ビ
ニル樹脂、ポリエステル樹脂あるいはゴム等を主
材料とする不透気性の高い膜材を用いる。耐圧性
形状保持性、あるいは強度等の向上を図るために
補強繊維、あるいは織物類を埋込みまたは積層す
る場合もある。空気あるいは水等の流体封入時の
型枠を所望形状に維持するために、必要に応じ上
下膜材間を間隔調整用の紐等で連結したり、ある
いは平坦な平面部を形成するために、所望位置の
膜材に剛性の高い板材を添付けたりすることもあ
る。
The pine-shaped membrane form used in this casting method uses a highly air-impermeable membrane material whose main material is vinyl chloride resin, polyester resin, rubber, or the like. In order to improve pressure resistance, shape retention, strength, etc., reinforcing fibers or fabrics may be embedded or laminated. In order to maintain the formwork in the desired shape when filling fluids such as air or water, the upper and lower membrane materials may be connected with strings for adjusting the distance as necessary, or in order to form a flat surface. A highly rigid plate may be attached to the membrane material at a desired location.

型枠の表面にはテフロン樹脂等の離型性のよい
樹脂類、または潤滑剤等をコーテイングしたり、
あるいはポリエチレンフイルム等の離型性のよい
薄膜類を重ねておき、コンクリート打設し、脱型
の容易性を高めたり、型枠の損傷、汚れ等を防止
し、型枠の繰返し使用の促進を図ることができ
る。
The surface of the formwork is coated with a resin with good mold release properties such as Teflon resin, or a lubricant, etc.
Alternatively, a thin film with good mold releasability such as polyethylene film is layered before concrete is poured to make demolding easier, prevent damage to the formwork, prevent dirt, etc., and promote repeated use of the formwork. can be achieved.

また、この打設工法は、例えば第4図の鉄筋の
配筋において、アンボンド処理を施した鉄筋を用
いて、アンボンド工法との併用を図ることもでき
る。
Further, this driving method can also be used in combination with the unbonding method, for example, by using reinforcing bars that have been subjected to an unbonding process in the reinforcing bar arrangement shown in FIG.

〔発明の効果〕〔Effect of the invention〕

この発明は以上の通りであり、合板等の複雑な
型枠を用いることなく、ジヨイントスラブ等の凹
凸下面をもつたコンクリートスラブを打設でき、
型枠大工の手間を軽減し、施工の能率を高める効
果をもたらす。
The present invention is as described above, and it is possible to cast a concrete slab with an uneven lower surface such as a joint slab without using complicated formwork such as plywood.
This has the effect of reducing the labor of formwork carpenters and increasing construction efficiency.

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

第1,2,3,4,5,6,7図は実施例のコ
ンクリートスラブの打設を工程順に示す縦断面
図、第8図a,bは支持枠およびマツト状膜型枠
の斜視図、第9図a,bは流体を封入したマツト
状膜型枠の縦断面図および平面図である。 1……支持枠、2……足場枠、3……パイプ、
4……マツト状膜型枠、5,5′……膜材、6…
…凸部、7……平面部、8……鉄筋、9……コン
クリート、10……スラブコンクリート。
Figures 1, 2, 3, 4, 5, 6, and 7 are longitudinal cross-sectional views showing the concrete slab casting process in the example, and Figures 8 a and b are perspective views of the support frame and the pine-like membrane formwork. , FIGS. 9a and 9b are a longitudinal sectional view and a plan view of a pine-like membrane formwork containing a fluid. 1...Support frame, 2...Scaffolding frame, 3...Pipe,
4...pine-shaped membrane formwork, 5,5'...membrane material, 6...
...Convex portion, 7...Flat portion, 8...Reinforcement, 9...Concrete, 10...Slab concrete.

Claims (1)

【特許請求の範囲】[Claims] 1 打設すべきコンクリートスラブの下面位置
に、流体を封入することにより所定形状の凹凸表
面を形成するマツト状模型枠を支持枠上に載置し
て配し、この型枠内に流体を封入し凹凸表面とな
した後にその上にコンクリートを打設し、硬化後
前記型枠内の流体を排出し脱型することを特徴と
するコンクリートスラブの打設方法。
1. A pine-shaped model frame that forms an uneven surface of a predetermined shape by filling fluid is placed on the support frame at the lower surface of the concrete slab to be poured, and the fluid is sealed in the mold. 1. A method for placing a concrete slab, which comprises: forming an uneven surface, placing concrete thereon; and, after hardening, draining fluid in the formwork and removing the form.
JP14231986A 1986-06-18 1986-06-18 Slab concrete casting method Granted JPS63562A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP14231986A JPS63562A (en) 1986-06-18 1986-06-18 Slab concrete casting method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP14231986A JPS63562A (en) 1986-06-18 1986-06-18 Slab concrete casting method

Publications (2)

Publication Number Publication Date
JPS63562A JPS63562A (en) 1988-01-05
JPH0414233B2 true JPH0414233B2 (en) 1992-03-12

Family

ID=15312588

Family Applications (1)

Application Number Title Priority Date Filing Date
JP14231986A Granted JPS63562A (en) 1986-06-18 1986-06-18 Slab concrete casting method

Country Status (1)

Country Link
JP (1) JPS63562A (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2539834B1 (en) * 1983-01-20 1985-07-05 Dba SLIDING CALIPER DISC BRAKE

Also Published As

Publication number Publication date
JPS63562A (en) 1988-01-05

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