JPH06136878A - Manufacture of partial pc beam - Google Patents

Manufacture of partial pc beam

Info

Publication number
JPH06136878A
JPH06136878A JP28425992A JP28425992A JPH06136878A JP H06136878 A JPH06136878 A JP H06136878A JP 28425992 A JP28425992 A JP 28425992A JP 28425992 A JP28425992 A JP 28425992A JP H06136878 A JPH06136878 A JP H06136878A
Authority
JP
Japan
Prior art keywords
formwork
partial
forms
concrete
stirrup
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.)
Granted
Application number
JP28425992A
Other languages
Japanese (ja)
Other versions
JP3194796B2 (en
Inventor
Eiji Inanaga
英治 稲永
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.)
Toda Corp
Original Assignee
Toda 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 Toda Corp filed Critical Toda Corp
Priority to JP28425992A priority Critical patent/JP3194796B2/en
Publication of JPH06136878A publication Critical patent/JPH06136878A/en
Application granted granted Critical
Publication of JP3194796B2 publication Critical patent/JP3194796B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

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  • Rod-Shaped Construction Members (AREA)
  • Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)

Abstract

PURPOSE:To eliminate the need for brushing finish treatment in the recessed section of a connecting section with a slab by preventing the honeycomb of the section of the lug of a partial PC beam when the partial PC beam in a building such as reinforced concrete is manufactured. CONSTITUTION:Upper end reinforcements 2 and lower end reinforcements 3 are arranged upside down while throw forms 12 for forming a recessed section connected to a slab are built and fixed to a stirrup 4 and a reinforced cage 1a is assembled previously, and stepped sections 11 for forming the upper end faces of the section of the lug of a PC beam are shaped to the lower section of the side walls of the forms 19. A spacer 14 is laid on the base of these forms, the reinforced cage 1a is dropped into the forms 19 under the state, in which the reinforced cage 1a is positioned upside down, a throw form fixing material 15 is interposed in a clearance between the stirrup on the base side of the forms and the throw forms, and concrete is placed, cured and mold-released, thus forming a partial PC beam.

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、鉄筋コンクリート等の
建築物における部分PC梁を製造する方法に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for manufacturing a partial PC beam in a building such as reinforced concrete.

【0002】[0002]

【従来の技術】従来、部分PC(プレキャストコンクリ
ート)梁を製造する方法としては、図3に示すように、
上端筋2、下端筋3等の主筋を配筋し、これらをスター
ラップ4で囲繞させるとともに等間隔に配置させて、前
記主筋とスターラップ4を番線で結束して鉄筋籠1を組
み立てる。そして、図3(ロ)に示すように、この先組
した鉄筋籠1を鋼製型枠5内に落し込む。符号6は、か
ぶり厚を確保するためのスペーサであり、具体的にはサ
イコロやプラスチック製スペーサである。
2. Description of the Related Art Conventionally, as a method of manufacturing a partial PC (precast concrete) beam, as shown in FIG.
The main bars such as the upper end bar 2 and the lower end bar 3 are arranged, surrounded by a stirrup 4 and arranged at equal intervals, and the main bar and the stirrup 4 are bound by a number line to assemble the reinforcing bar basket 1. Then, as shown in FIG. 3B, the previously assembled rebar cage 1 is dropped into the steel form 5. Reference numeral 6 is a spacer for ensuring the cover thickness, and is specifically a dice or plastic spacer.

【0003】そして、図3(ロ)において、コンクリー
トを鋼製型枠5の中に打設し、水平に架設した木口7の
下端面の水平位置に到るまで打設する。そして、所定期
間の養生後に、PC梁の耳の部分8に更にコンクリート
を打設する。こうして打設したコンクリートが所定強度
に発現した後に、鋼製型枠5から脱型させて図3(ハ)
に示す部分PC梁9が出来上がる。
Then, as shown in FIG. 3B, concrete is placed in the steel form 5, and is placed until the horizontal position of the lower end surface of the horizontally-installed wood mouth 7 is reached. Then, after curing for a predetermined period, concrete is further placed on the ears 8 of the PC beam. After the concrete thus cast has a predetermined strength, the concrete is removed from the steel form 5 and the result is shown in FIG.
The partial PC beam 9 shown in is completed.

【0004】[0004]

【発明が解決しようとする課題】しかしながら、上述の
部分PC梁9を製造する方法では、前記耳の部分8に
は、打設空間が狭いのとコンクリート充填性が悪いこと
もあって、砂利等の凝集・露出した、いわゆるジャンカ
が発生しやすく、また、スラブと結合させる凹部10の
刷毛引き処理が、等間隔で多数配設されたスターラップ
4間の隙間から手を差し込んで行なう作業なので、非常
に困難で手間が掛かると言う欠点があった。
However, in the method of manufacturing the partial PC beam 9 described above, the ear portion 8 has a narrow space for placing, and the concrete filling property is poor. The so-called junkers, which are agglomerated and exposed, are likely to occur, and the brushing process of the recesses 10 to be combined with the slab is a work in which the hands are inserted through the gaps between the stir wraps 4 arranged at equal intervals. It had the drawback of being very difficult and time consuming.

【0005】本発明は、上記の課題に鑑みてなされたも
ので、部分PC梁の耳の部分のジャンカを防止して、ス
ラブとの接合部の凹部において刷毛引き処理が不要とな
る部分PC梁の製造方法を提供することを目的とする。
The present invention has been made in view of the above problems, and prevents the partial PC beam from being junkered at the ears of the partial PC beam, thereby eliminating the need for brushing in the concave portion of the joint with the slab. It aims at providing the manufacturing method of.

【0006】[0006]

【課題を解決するための手段】本発明の上記課題を解決
し上記目的を達成するための要旨は、上端筋と下端筋の
配置を天地逆さまにするとともに、スラブと接合される
凹部を形成するための捨て型枠をスターラップに架設・
固定して鉄筋籠を先組みし、PC梁の耳の部分の上端面
を形成するための段部を型枠の側壁の下部に形成し、該
型枠の底面にスペーサを敷設した後に前記鉄筋籠を天地
逆さまにした状態で前記型枠内に落し込み、当該型枠の
底面側のスターラップと捨て型枠との間隙に前記捨て型
枠の変形を防ぐ捨て型枠固定材を介在させ、その後、コ
ンクリートを打設し養生した後に脱型させて形成するこ
とに存する。
The gist of the present invention for solving the above-mentioned problems and achieving the above-mentioned object is to make the arrangement of the upper end streak and the lower end streak upside down and to form a concave portion to be joined with the slab. A discard formwork for erection on the stirrup
The reinforcing bar cage is fixed and assembled, the step for forming the upper end surface of the ear portion of the PC beam is formed in the lower part of the side wall of the formwork, and the spacer is laid on the bottom surface of the formwork. Drop the basket inside the formwork in an upside-down state, interpose a discard formwork fixing material that prevents deformation of the discard formwork in the gap between the stirrup on the bottom side of the formwork and the discard formwork, Then, it consists in pouring concrete and curing it, and then demolding it.

【0007】[0007]

【作用】本発明の部分PC梁の製造方法によれば、部分
PC梁を天地逆さまにして製造することにより、PC梁
の耳の部分が型枠内において下位置となってコンクリー
トの充填性がよくなる。また、スラブに接合される凹部
の水平な打ち継ぎ面は、捨て型枠があるので刷毛引き処
理が不要となる。
According to the method of manufacturing a partial PC beam of the present invention, the partial PC beam is manufactured by turning it upside down, so that the ears of the PC beam are located in a lower position in the formwork, and the filling property of concrete is improved. Get better. Further, since the horizontal striking surface of the concave portion joined to the slab has the discarding mold, the brush drawing process is unnecessary.

【0008】[0008]

【実施例】次に、本発明について図面を参照して説明す
る。図1は、本発明に係る部分PC梁の製造方法の手順
を示す説明図である。図2(イ),(ロ)も同じく説明
図である。図2(ハ)は捨て型枠固定材の他の実施例を
示す断面図である。図において、符号11は型枠の段
部、12は捨て型枠、13は固定用番線、14はスペー
サ、15,15aは捨て型枠固定材、16は部分PC
梁、19は型枠を各々示している。なお、従来例に対応
する部分には同符号を付けてある。
DESCRIPTION OF THE PREFERRED EMBODIMENTS Next, the present invention will be described with reference to the drawings. FIG. 1 is an explanatory view showing a procedure of a method of manufacturing a partial PC beam according to the present invention. 2A and 2B are also explanatory diagrams. FIG. 2C is a sectional view showing another embodiment of the discarding mold fixing material. In the figure, reference numeral 11 is a step portion of the form, 12 is a discard form, 13 is a fixing number line, 14 is a spacer, 15 and 15a are discard form fixing materials, and 16 is a partial PC.
Beams and 19 indicate molds, respectively. The same reference numerals are attached to the portions corresponding to the conventional example.

【0009】本発明の部分PC梁の製造方法は、図1
(イ)に示すように、上端筋2と下端筋3の配置を天地
逆さまにしてスターラップ4に番線で結束して固定する
とともに、スラブと接合される凹部10を形成するため
の捨て型枠12をスターラップ4に番線13で架設・固
定して鉄筋籠1aを先組みする。
A method of manufacturing a partial PC beam according to the present invention will be described with reference to FIG.
As shown in (a), the upper end streak 2 and the lower end streak 3 are turned upside down to bind and fix them to the stirrup 4 with a numbered wire, and a discarding form for forming a recess 10 to be joined to the slab. 12 is erected and fixed to the stirrup 4 with the number wire 13, and the rebar cage 1a is assembled first.

【0010】前記捨て型枠12は、ワイヤーメッシュに
よるメタルラスを使用する。次に、PC梁の耳の部分8
の上端面を形成するための段部11を型枠19の側壁の
下部に形成する。
The discarding mold 12 uses a metal lath made of wire mesh. Next, the ears 8 of the PC beam
The step portion 11 for forming the upper end surface of the is formed on the lower portion of the side wall of the formwork 19.

【0011】前記段部11を設けた型枠19の底面にス
ペーサ14を敷設して、図1(ロ)に示すように、前記
鉄筋籠1aを天地逆さまにした状態で前記型枠19内に
落し込む。このとき、鉄筋籠1aの上端筋2と下端筋3
は木口で固定しておく。
A spacer 14 is laid on the bottom surface of the mold 19 provided with the stepped portion 11, and the rebar cage 1a is turned upside down inside the mold 19 as shown in FIG. Drop it. At this time, the upper end bar 2 and the lower end bar 3 of the rebar cage 1a
Is fixed at the mouth.

【0012】前記型枠19の底面側のスターラップ4と
捨て型枠12との間隙に、コンクリートが型枠19内に
打設された際の圧力による前記捨て型枠12の変形を防
ぐ捨て型枠固定材15を介在させる。該捨て型枠固定材
15は、発泡スチロール製の断面形状が矩形状体であ
り、型枠19のスパンの半分の長さのものを、木口の両
方から挿入するものである。
In the gap between the stirrup 4 on the bottom side of the formwork 19 and the discarding formwork 12, a discarding form which prevents deformation of the discarding formwork 12 due to pressure when concrete is placed in the formwork 19. The frame fixing material 15 is interposed. The discarding mold fixing material 15 is made of Styrofoam and has a rectangular cross-sectional shape, and one having a half length of the span of the mold 19 is inserted from both of the mouths.

【0013】その後、図2(イ)に示すように、型枠1
9内にコンクリート16を打設し蒸気養生する。この打
設コンクリート16は前記捨て型枠12の網目から水が
漏れ出さないように、スランプ値の小さいコンクリート
とする。
After that, as shown in FIG.
Concrete 16 is placed in 9 and steam cured. The cast concrete 16 is a concrete having a small slump value so that water does not leak from the mesh of the discarding form 12.

【0014】また、打設コンクリート16は、型枠19
に打設した際に、図2(イ)中で波線で示すように、上
端面を少し盛った状態に打設する。そして、コンクリー
ト16の打設後に、十分押え込んでからコンクリート1
6の沈下を待って金ゴテで仕上げをする。その後に十分
強度が発現したら脱型させ、図2(ロ)に示すように、
捨て型枠固定材15を横方向から引き抜いて、部分PC
梁16が完成する。
Also, the cast concrete 16 has a formwork 19
2 (a), the upper end face is set in a slightly raised state. Then, after placing the concrete 16, the concrete 1 is fully pressed and then the concrete 1
Wait for the sinking of 6 and finish with gold iron. After that, when sufficient strength is developed, it is demolded, and as shown in FIG.
Pull out the discarding frame fixing material 15 from the side and
The beam 16 is completed.

【0015】このような製造方法により部分PC梁16
を形成するのであるが、前記捨て型枠固定材15は、木
口両側から挿入しやすく、かつ、撤去しやすいように、
図2(ハ)に示すように、断面形状が矩形のゴムチュー
ブ15aとしてもよく、チューブ本体17を始めはその
内部空間18の空気を抜いて窄ませておいて、型枠19
内の鉄筋籠1aに挿入し、その後前記内部空間18に空
気を送り込んで膨らませて使用する。そして、図2
(ロ)に示す脱型後では、再び内部空間18の空気を抜
いて窄ませて撤去する。このようにすれば挿入・撤去が
極めて容易となる。
With such a manufacturing method, the partial PC beam 16
However, the discarding mold fixing material 15 is formed so that it can be easily inserted from both sides of the mouth and removed easily.
As shown in FIG. 2C, a rubber tube 15a having a rectangular cross-section may be used, and the tube body 17 is initially evacuated and evacuated from the internal space 18 of the tube main body 17 to form a mold 19
It is inserted into the rebar cage 1a therein, and then air is sent into the internal space 18 to inflate it for use. And FIG.
After the demolding shown in (b), the air in the internal space 18 is again evacuated to constrict and remove it. In this way, insertion / removal becomes extremely easy.

【0016】[0016]

【発明の効果】以上説明したように、本発明の部分PC
梁の製造方法は、上端筋と下端筋の配置を天地逆さまに
するとともに、スラブと接合される凹部を形成するため
の捨て型枠をスターラップに架設・固定して鉄筋籠を先
組みし、PC梁の耳の部分の上端面を形成するための段
部を型枠の側壁の下部に形成し、該型枠の底面にスペー
サを敷設した後に前記鉄筋籠を天地逆さまにした状態で
前記型枠内に落し込み、当該型枠の底面側のスターラッ
プと捨て型枠との間隙に前記捨て型枠の変形を防ぐ捨て
型枠固定材を介在させ、その後、コンクリートを打設し
養生した後に脱型させて形成する製造方法なので、部分
PC梁の耳の部分では型枠の下位置となって充填性が向
上するので、いわゆるジャンカの発生が防止され、製品
品質が向上する。また、部分PC梁の凹部におけるスラ
ブとの水平な打ち継ぎ面には捨て型枠が埋設されて接合
性が良いので刷毛引き処理が不要となり作業能率の向上
となる。
As described above, the partial PC of the present invention
The method of manufacturing the beam is that the upper and lower bars are placed upside down, and the discard formwork for forming the recess to be joined with the slab is erected and fixed on the stirrup and the rebar cage is assembled first. A step for forming the upper end surface of the ear portion of the PC beam is formed in the lower part of the side wall of the formwork, the spacer is laid on the bottom surface of the formwork, and then the rebar cage is turned upside down. After dropping into the frame, interposing a discard form fixing material that prevents deformation of the discard form in the gap between the stirrup on the bottom side of the form and the discard form, and then after pouring and curing concrete Since the manufacturing method is performed by demolding, the ear of the partial PC beam is located below the mold to improve the filling property, so that the occurrence of so-called junkers is prevented and the product quality is improved. In addition, since the discarding form is embedded in the horizontal jointing surface with the slab in the concave portion of the partial PC beam and the joining property is good, the brushing process is unnecessary and the work efficiency is improved.

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

【図1】本発明に係る部分PC梁の製造方法の手順を示
す説明図である。
FIG. 1 is an explanatory view showing a procedure of a method of manufacturing a partial PC beam according to the present invention.

【図2】(イ),(ロ)も同じく製造方法の手順を示す
説明図であり、(ハ)は捨て型枠固定材の他の実施例を
示す断面図である。
2 (A) and 2 (B) are also explanatory views showing the procedure of the manufacturing method, and FIG. 2 (C) is a sectional view showing another embodiment of the discarding mold fixing material.

【図3】従来例に係る製造方法を示す説明図である。FIG. 3 is an explanatory view showing a manufacturing method according to a conventional example.

【符号の説明】[Explanation of symbols]

11 型枠の段部、12 捨て型枠、13 固定用番
線、14 スペーサ、15,15a 捨て型枠固定材、
16 部分PC梁 19 型枠。
11 step part of formwork, 12 discard formwork, 13 fixing number line, 14 spacer, 15, 15a discard formwork fixing material,
16 partial PC beam 19 formwork.

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 上端筋と下端筋の配置を天地逆さまにす
るとともに、スラブと接合される凹部を形成するための
捨て型枠をスターラップに架設・固定して鉄筋籠を先組
みし、PC梁の耳の部分の上端面を形成するための段部
を型枠の側壁の下部に形成し、該型枠の底面にスペーサ
を敷設した後に前記鉄筋籠を天地逆さまにした状態で前
記型枠内に落し込み、当該型枠の底面側のスターラップ
と捨て型枠との間隙に前記捨て型枠の変形を防ぐ捨て型
枠固定材を介在させ、その後、コンクリートを打設し養
生した後に脱型させて形成することを特徴としてなる部
分PC梁の製造方法。
1. A rebar cage is pre-assembled by arranging the upper end bar and the lower end bar upside down and erection / fixing a waste formwork for forming a recess to be joined with a slab on a stirrup. A step for forming the upper end surface of the ear portion of the beam is formed in the lower part of the side wall of the formwork, and the spacer is laid on the bottom surface of the formwork, and then the rebar cage is turned upside down. Drop it into the space between the stirrup on the bottom side of the formwork and the discard formwork, and insert a discard formwork fixing material to prevent the deformation of the formwork, then pour concrete and cure it. A method for manufacturing a partial PC beam, which is characterized by being formed by molding.
JP28425992A 1992-10-22 1992-10-22 Manufacturing method of partial PC beam Expired - Fee Related JP3194796B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP28425992A JP3194796B2 (en) 1992-10-22 1992-10-22 Manufacturing method of partial PC beam

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP28425992A JP3194796B2 (en) 1992-10-22 1992-10-22 Manufacturing method of partial PC beam

Publications (2)

Publication Number Publication Date
JPH06136878A true JPH06136878A (en) 1994-05-17
JP3194796B2 JP3194796B2 (en) 2001-08-06

Family

ID=17676213

Family Applications (1)

Application Number Title Priority Date Filing Date
JP28425992A Expired - Fee Related JP3194796B2 (en) 1992-10-22 1992-10-22 Manufacturing method of partial PC beam

Country Status (1)

Country Link
JP (1) JP3194796B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101886424B1 (en) * 2017-11-01 2018-08-09 충남대학교 산학협력단 Method for manufacturing concrete structure and concrete structure

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101886424B1 (en) * 2017-11-01 2018-08-09 충남대학교 산학협력단 Method for manufacturing concrete structure and concrete structure

Also Published As

Publication number Publication date
JP3194796B2 (en) 2001-08-06

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