JPH06336766A - Construction of high strength rc column/beam member, and form therefor - Google Patents

Construction of high strength rc column/beam member, and form therefor

Info

Publication number
JPH06336766A
JPH06336766A JP14840493A JP14840493A JPH06336766A JP H06336766 A JPH06336766 A JP H06336766A JP 14840493 A JP14840493 A JP 14840493A JP 14840493 A JP14840493 A JP 14840493A JP H06336766 A JPH06336766 A JP H06336766A
Authority
JP
Japan
Prior art keywords
column
cement composition
strength
formwork
beam member
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
JP14840493A
Other languages
Japanese (ja)
Inventor
Kazuo Saida
斎田和男
Masami Hashimoto
橋元正美
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.)
Shimizu Construction Co Ltd
Shimizu Corp
Original Assignee
Shimizu Construction Co Ltd
Shimizu 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 Shimizu Construction Co Ltd, Shimizu Corp filed Critical Shimizu Construction Co Ltd
Priority to JP14840493A priority Critical patent/JPH06336766A/en
Publication of JPH06336766A publication Critical patent/JPH06336766A/en
Pending legal-status Critical Current

Links

Abstract

PURPOSE:To construct a highly fireproof high strength RC column/beam member equipped with neatly finished surface by a method wherein cement composition made up in ceramic-like structure is used as forms for the RC column/beam member. CONSTITUTION:A board-like cement composition, made up in ceramic-like structure by mixing frit with mortar and by burning the mixture, is used as a form 1 for an RC column/beam member. The column/beam is formed by casting high strength concrete 4 into the form made of the cement composition. Then, the form 1 is made to be momnolithic with the high strength concrete 4 as a surface material for the column/beam, and the surface of the column/ beam is formed by the above-mentioned cement composition in ceramic-like structure.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】この発明は、施工に用いた型枠を
RC柱・梁部材の表面材とする高強度RC柱・梁部材の
施工法と、その施工に使用される型枠とに関するもので
ある。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method of constructing a high-strength RC column / beam member using the formwork used for construction as the surface material of the RC column / beam member, and a formwork used for the construction. It is a thing.

【0002】[0002]

【従来の技術】通常のRC柱・梁部材は型枠内に配筋を
行った後、その型枠にコンクリートを打設し、コンクリ
ートが固化してから型枠を取り除いている。またPC型
枠を使用した施工では、コンクリートの打設後も表面材
としてPC型枠をそのまま残している。
2. Description of the Related Art A conventional RC column / beam member is arranged in the formwork, and then concrete is placed in the formwork to remove the formwork after the concrete is solidified. Further, in the construction using the PC formwork, the PC formwork is left as it is as the surface material even after the concrete is poured.

【0003】[0003]

【発明が解決しようとする課題】通常施工によるRC柱
・梁部材では、後に型枠を解体するために取り払い作業
が必要とされ、またコンクリートの強度が高くなると耐
火性能が低下するという課題を有する。これらの課題も
PC型枠の使用によってある程度解決することはできる
が、PC型枠の場合は支保工を要し、通常施工の場合と
同様に、駐車場、倉庫等の特殊な建物を除いて表面の仕
上げが別途必要とされている。
In the RC column / beam member which is normally constructed, there is a problem that the work for removing the formwork is required later and the fire resistance performance is deteriorated when the strength of the concrete is increased. . These problems can be solved to some extent by using PC formwork, but in the case of PC formwork, support work is required, and as with normal construction, except for special buildings such as parking lots and warehouses. Surface finishing is required separately.

【0004】また建築物については、大都市などで集合
住宅やオフィスビルの高層化や複合化が進むに伴い耐火
性が要求され、さらに建築物についての美観が強く求め
られようになってきた、このためRC柱・梁部材に関し
て、施工の容易性と共にもに高強度で耐火性にも優れ、
表面仕上げの美しいものが要求されつつある。
With respect to buildings, fire resistance has been demanded as housing and office buildings have become taller and more complex in large cities, and there has been a strong demand for aesthetics of buildings. For this reason, RC columns and beam members have high strength and fire resistance as well as easy construction.
Beautiful surface finishes are being demanded.

【0005】この発明は上記事情から考えられたもので
あって、その目的はRC柱・梁部材の型枠としてセラミ
ック化したセメント組成物を採用し、これによりPC型
枠を使用した場合と同様に施工ができ、また表面仕上げ
と耐火性についての課題をも一挙に解決することができ
る新たな高強度RC柱・梁部材の施工法及び施工用型枠
を提供することにある。
The present invention has been conceived in view of the above circumstances, and its purpose is to adopt a cemented cement composition as a form of RC column / beam members, which is the same as when a PC form is used. It is to provide a new high-strength RC column / beam member construction method and construction formwork that can be used for construction, and can solve the problems of surface finish and fire resistance all at once.

【0006】[0006]

【課題を解決するための手段】上記目的によるこの発明
の特徴は、モルタルにフリット(釉)を混入し焼成して
セラミック化した板状のセメント組成物をRC柱・梁部
材の型枠として用いること、枠組みしたセメント組成物
の型枠内に高強度コンクリートを打設して柱・梁を形成
するとともに、型枠を柱・梁の表面材として高強度コン
クリートと一体化し、セラミック化した上記セメント組
成物により柱・梁の表面を形成して耐火仕上してなるこ
とにある。
The features of the present invention according to the above-mentioned object are that a plate-shaped cement composition obtained by mixing frit (glaze) into mortar and firing to make it into a ceramic is used as a frame for RC column / beam members. That is, the high-strength concrete is placed in the formwork of the framed cement composition to form pillars / beams, and the formwork is integrated with high-strength concrete as the surface material of the pillars / beams, and the cement is made into ceramic. The composition is to form the surface of pillars and beams for fireproofing.

【0007】上記セメント組成物のモルタルはセメント
/砂比1:2程度のものが好ましく、これにフリットを
セメント重量比で15〜45%を外割りで混入し、モル
タルミキサーを用いて分割練り工法により所要時間練り
混ぜ、フロー値125±5となるように練り混ぜ水を調
節したものを、940℃以上の温度で少なくとも2時間
焼成することによって、セメント組成物をセラミック化
することができる。
The mortar of the above cement composition preferably has a cement / sand ratio of about 1: 2, and 15 to 45% by weight of the cement is mixed in the mortar in an external ratio, and the mortar mixer is used to divide and knead the mixture. Thus, the cement composition can be made into a ceramic by kneading the mixture for a required time and mixing and adjusting the water so that the flow value becomes 125 ± 5, and calcining the mixture at a temperature of 940 ° C. or higher for at least 2 hours.

【0008】上記細骨材としては長石の一種の抗火石が
好ましく、またフリットは屈伏点510〜665℃のも
のが採用でき、シリカフュームを混和剤として添加した
場合には強度が増加する傾向にある。このようなセメン
ト組成物はセラミック化により圧縮・曲げ強度を著しく
増大する。たとえば、フリット(屈伏点510〜580
℃)の混合比がセメント重量の10〜30%で、焼成温
度940〜1000℃、焼成時間2時間では、圧縮強度
450〜650kgf/cm2 、曲げ強度85〜95kgf/cm
2 、引張り強度40〜55kgf/cm2 となる。
As the fine aggregate, a kind of feldspar, which is an anti-firestone, is preferable, and a frit having a yield point of 510 to 665 ° C. can be adopted. When silica fume is added as an admixture, the strength tends to increase. . Such a cement composition remarkably increases the compressive and flexural strength due to ceramization. For example, frit (depression points 510-580
The mixing ratio of ° C.) is 10-30% of the cement weight, the firing temperature from 940 to 1,000 ° C., the sintering time 2 hours, the compressive strength 450~650kgf / cm 2, bending strength 85~95kgf / cm
2 and tensile strength of 40 to 55 kgf / cm 2 .

【0009】このセラミック化されたセメント組成物
は、表面に金属酸化物などの釉薬を施釉して焼成するこ
とができ、これによりガラス質の光沢を有する表面に仕
上げることができる。そしてその表面を外側にして通常
の型枠と同様に枠組みを行い、型枠内に配筋を行っての
ち、高強度コンクリート(Fc≧600kg/cm2 )を打
設して一体化することで、そこに綺麗に表面仕上げされ
た高強度RC柱・梁部材が完成される。
The surface of this ceramicized cement composition can be glazed with a glaze such as a metal oxide and then baked, whereby a surface having a glassy luster can be finished. Then, with the surface as the outside, form a frame in the same manner as a normal formwork, arrange the reinforcement in the formwork, and place high-strength concrete (Fc ≧ 600 kg / cm 2 ) to integrate it. The high-strength RC column / beam member with a finely finished surface is completed there.

【0010】[0010]

【作 用】上記構成の施工法では、型枠自体が十分な強
度を有することから、コンクリートの打設に際して支保
工を省略することもできる。また完成されたRC柱・梁
部材は表面材として残されたセラミック化セメント組成
物によって耐火性能が改善され、高強度で耐火性に優
れ、さらに表面が美しく仕上がったものとなる。
[Operation] In the construction method with the above configuration, since the formwork itself has sufficient strength, it is possible to omit the support work when placing concrete. Further, the finished RC pillar / beam member has improved fire resistance due to the cerammed cement composition left as a surface material, has high strength and excellent fire resistance, and has a beautifully finished surface.

【0011】[0011]

【実施例】図中1はセラミック化されたセメント組成物
の板体(40〜50mm)による柱型枠または梁型枠、2
は柱筋、3は梁筋、4は高強度コンクリートである。
EXAMPLES In the drawings, 1 is a column form or beam form made of a plate body (40 to 50 mm) of a cementified cement composition, 2
Is column reinforcement, 3 is beam reinforcement, and 4 is high-strength concrete.

【0012】図1は柱部材の施工を示すもので、柱筋2
の周囲に上記セメント組成物の板体を柱型枠1に枠組み
したのち、その柱型枠内に高強度コンクリート4を打設
して柱部材を形成するとともに、高強度コンクリート4
と柱型枠1として用いたセメント組成物の板体とを一体
化してそのまま表面材として残す。これにより柱表面は
セラミック化したセメント組成物により形成され、それ
自体が有する耐火性能によって柱表面が耐火仕上げされ
る。
FIG. 1 shows the construction of a column member, which is a column bar 2
After the plate body of the cement composition is framed around the pillar formwork 1, high strength concrete 4 is placed in the pillar formwork to form a pillar member and the high strength concrete 4
And the plate of the cement composition used as the pillar form 1 are integrated and left as a surface material as they are. As a result, the surface of the column is formed of the ceramicized cement composition, and the surface of the column is fire-resistant finished due to the fire resistance of itself.

【0013】図2は梁部材の施工を示すもので、上記セ
メント組成物の板体を梁型枠1に枠組みしたのち、その
梁型枠1に梁筋3を配筋してから高強度コンクリート4
を打設して梁部材を形成するとともに、高強度コンクリ
ート4と梁型枠1として用いたセメント組成物の板体と
を一体化してそのまま表面材として残す。これにより梁
表面はセラミック化したセメント組成物により形成さ
れ、それ自体が有する耐火性能によって梁表面が耐火仕
上げされる。
FIG. 2 shows the construction of the beam member. After the plate body of the cement composition is framed in the beam form 1, the beam form 1 is arranged with the beam reinforcement 3 and then the high-strength concrete. Four
While forming a beam member, the high-strength concrete 4 and the plate body of the cement composition used as the beam form 1 are integrated and left as a surface material as they are. As a result, the beam surface is formed of the ceramified cement composition, and the beam surface has a fire resistant finish due to its own fire resistance performance.

【0014】次に上記セラミック化セメント組成物の一
例を示す。 ・使用材料 セメント( C ) 普通ポトランドセメント 細骨材 ( S ) 抗火石砕砂最大径粒0.5mm フリット( F ) C−1207(商品名) 屈伏点510
℃ シリカフューム (SI) 減水剤 (GE) パリックFC1790(商品名)
Next, an example of the above-mentioned cerammed cement composition will be shown.・ Materials used Cement (C) Ordinary potland cement Fine aggregate (S) Anti-fire stone crushed sand Maximum particle size 0.5 mm Frit (F) C-1207 (trade name) Strain point 510
℃ Silica fume (SI) Water reducing agent (GE) Paric FC1790 (trade name)

【0015】・配 合 水セメント比 W/C=38〜40% 砂セメント比 S/C=1.25 フリット F/C=30% シリカフューム SI/C=5% 減水剤 GE/C=4%・ Distribution water cement ratio W / C = 38-40% Sand cement ratio S / C = 1.25 Frit F / C = 30% Silica fume SI / C = 5% Water reducing agent GE / C = 4%

【0016】・供試体 角柱体(2×2×8cm)Specimen prism (2 x 2 x 8 cm)

【0017】・焼成方法 電気炉の温度200℃で供試体装入、1000℃に上昇
するまで2時間を要し、その温度範囲にて2時間焼成の
のち炉内で自然放冷、200℃にて取出す。
Baking method: Charge the specimen at an electric furnace temperature of 200 ° C., it takes 2 hours to rise to 1000 ° C., and after it is fired for 2 hours in that temperature range, it is naturally cooled in the furnace to 200 ° C. Take out.

【0018】・強 度 圧縮強度 620kgf/cm2 引張強度 57kgf/cm2 ・ Strength Compressive strength 620kgf / cm 2 Tensile strength 57kgf / cm 2

【0019】[0019]

【発明の効果】この発明は上述のように、セラミック化
した板状のセメント組成物をRC柱・梁部材の型枠とし
て用い、その型枠を柱・梁の表面材として高強度コンク
リートと一体化し、柱・梁の表面を耐火仕上してなるこ
とから下記効果を奏する。
As described above, the present invention uses a ceramicized plate-like cement composition as a formwork for RC column / beam members, and uses the formwork as a surface material for the column / beam integrated with high-strength concrete. And the surfaces of the pillars and beams are fire-resistant finished, the following effects are achieved.

【0020】・ PC部材を型枠とする場合には仕上げ
が別途必要となるが、セラミック化により既に表面が美
しく仕上がっているので、コンクリート打設後の仕上げ
工程が省略され、現場での作業工程数が減少することか
ら省力化や工期の短縮化が可能となる。
When the PC member is used as a mold, a separate finish is required, but since the surface has already been finished beautifully by making it into ceramic, the finishing step after concrete placement is omitted, and the work step on site. Since the number is reduced, it is possible to save labor and shorten the construction period.

【0021】・ RC柱・梁部材の表面の耐火性がセラ
ミック化したセメント組成物によって向上するので、高
強度セメントによってRC柱・梁部材が構成されていて
も、耐火性能が低下するようなことがなく、表面強度も
セラミック化により増すので、耐久性に優れた高強度R
C柱・梁部材が得られる。
Since the fire resistance of the surface of the RC pillar / beam member is improved by the cement composition which is made into ceramic, even if the RC pillar / beam member is composed of high strength cement, the fire resistance performance is deteriorated. And the surface strength is increased by making it ceramic, so it has excellent durability and high strength R
C pillar / beam members can be obtained.

【0022】・ セラミック化したセメント組成物の板
体による型枠では、それ自体が強度を有するので支保工
を省略することもでき、また型枠の取り払い作業も不要
なので、コンクリート打設後の作業が少なく済み、作業
効率が向上する。
In a formwork made of a plate body of a cementified cement composition, since it itself has strength, it is possible to omit support work, and since work of removing and removing the formwork is not required, work after placing concrete Is less and work efficiency is improved.

【0023】・ セラミック化された板体の表面に金属
酸化物などの釉薬を施釉して焼成することができ、これ
により表面をガラス質光沢に仕上げることができるの
で、これまでのようにタイル等により装飾する必要がな
い。
A glaze such as a metal oxide can be applied to the surface of the ceramicized plate body and baked, and the surface can be finished to have a glassy luster. There is no need to decorate.

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

【図1】 この発明の施工法による高強度RC柱部材の
断面図である。
FIG. 1 is a sectional view of a high-strength RC column member according to a construction method of the present invention.

【図2】 同じく高強度梁部材の断面図である。FIG. 2 is a sectional view of the same high-strength beam member.

【符号の説明】[Explanation of symbols]

1 柱型枠、梁型枠 2 柱筋 3 梁筋 4 高強度コンクリート 1 column form, beam form 2 column reinforcement 3 beam reinforcement 4 high strength concrete

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 モルタルにフリットを混入し焼成してセ
ラミック化した板状のセメント組成物をRC柱・梁部材
の型枠に枠組みし、その型枠内に高強度コンクリートを
打設して柱・梁を形成するとともに、型枠を柱・梁の表
面材として高強度コンクリートと一体化し、セラミック
化した上記セメント組成物により柱・梁の表面を形成し
てなることを特徴とする高強度RC柱・梁部材の施工
法。
1. A mortar containing frit mixed and fired to form a ceramic plate-like cement composition in a form of RC column / beam member, and high-strength concrete is placed in the form to form a column. A high strength RC characterized by forming a beam and integrating a formwork with high strength concrete as a surface material for the pillar / beam, and forming the surface of the pillar / beam by the above-mentioned ceramicized cement composition. Construction method for pillar and beam members.
【請求項2】 モルタルにフリットを混入し焼成してセ
ラミック化した板状のセメント組成物からなることを特
徴とする高強度RC柱・梁部材の施工用型枠。
2. A formwork for construction of a high-strength RC column / beam member, characterized by comprising a plate-shaped cement composition obtained by mixing frit into mortar and firing it to form a ceramic.
JP14840493A 1993-05-28 1993-05-28 Construction of high strength rc column/beam member, and form therefor Pending JPH06336766A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP14840493A JPH06336766A (en) 1993-05-28 1993-05-28 Construction of high strength rc column/beam member, and form therefor

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP14840493A JPH06336766A (en) 1993-05-28 1993-05-28 Construction of high strength rc column/beam member, and form therefor

Publications (1)

Publication Number Publication Date
JPH06336766A true JPH06336766A (en) 1994-12-06

Family

ID=15452029

Family Applications (1)

Application Number Title Priority Date Filing Date
JP14840493A Pending JPH06336766A (en) 1993-05-28 1993-05-28 Construction of high strength rc column/beam member, and form therefor

Country Status (1)

Country Link
JP (1) JPH06336766A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2001279933A (en) * 2000-03-29 2001-10-10 Taiheiyo Cement Corp Seismically strengthened panel
JP2016160617A (en) * 2015-02-27 2016-09-05 三井住友建設株式会社 COMPOSITE BEAM AND PCa COMPOSITE BEAM MEMBER CONSTITUTING THE SAME, AND COMPOSITE RIGID-FRAME STRUCTURE
CN108298913A (en) * 2018-04-03 2018-07-20 中国矿业大学 Pile for prestressed pipe and preparation method thereof suitable for underground sulfate corrosion environment

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2001279933A (en) * 2000-03-29 2001-10-10 Taiheiyo Cement Corp Seismically strengthened panel
JP2016160617A (en) * 2015-02-27 2016-09-05 三井住友建設株式会社 COMPOSITE BEAM AND PCa COMPOSITE BEAM MEMBER CONSTITUTING THE SAME, AND COMPOSITE RIGID-FRAME STRUCTURE
CN108298913A (en) * 2018-04-03 2018-07-20 中国矿业大学 Pile for prestressed pipe and preparation method thereof suitable for underground sulfate corrosion environment
CN108298913B (en) * 2018-04-03 2021-02-12 中国矿业大学 Prestressed pipe pile suitable for underground sulfate corrosion environment and preparation method thereof

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