JPH08145861A - Insulating curing container for concrete specimen - Google Patents

Insulating curing container for concrete specimen

Info

Publication number
JPH08145861A
JPH08145861A JP31543594A JP31543594A JPH08145861A JP H08145861 A JPH08145861 A JP H08145861A JP 31543594 A JP31543594 A JP 31543594A JP 31543594 A JP31543594 A JP 31543594A JP H08145861 A JPH08145861 A JP H08145861A
Authority
JP
Japan
Prior art keywords
container
specimen
concrete specimen
structural body
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
JP31543594A
Other languages
Japanese (ja)
Inventor
Takahiro Ota
孝浩 太田
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to JP31543594A priority Critical patent/JPH08145861A/en
Publication of JPH08145861A publication Critical patent/JPH08145861A/en
Pending legal-status Critical Current

Links

Abstract

PURPOSE: To obtain a concrete specimen showing the temperature history of the same degree as a structural body, by forming a container of a synthetic resin by expansion molding to be equal in thickness at a bottom, a side wall and a lid member thereof, setting the volume ratio between the container and concrete specimen to be accommodated in the container in a specific range, and keeping the same environment as inside the structural body. CONSTITUTION: The curing container for forming a concrete specimen to be used to estimate properties of a structural body of a reinforced concrete structure is formed of a synthetic resin by expansion molding (polystyrene foam). Members of a bottom, a side wall and a lid of the container are equal in thickness, and the volume ratio of the container and concrete specimen is set to be 1.6-2.0. The temperature history of the specimen can be made approximately equal to that of the structural body by combining the pressure of members, a count of specimens to be accommodated in the container and the internal cubic volume of the container.

Description

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

【0001】[0001]

【産業上の利用分野】本特許は、鉄筋コンクリート造建
物の構造体(柱及び梁)の物性を推定するために用い
る、コンクリート供試体を作成する養生容器に関するも
のである。
BACKGROUND OF THE INVENTION This patent relates to a curing container for preparing concrete specimens used for estimating the physical properties of structures (columns and beams) of a reinforced concrete building.

【0002】[0002]

【従来の技術】養生環境の異なる供試体(標準水中養
生、現場水中養生、現場封緘養生)で構造体の物性を推
定している。
2. Description of the Related Art The physical properties of a structure are estimated from specimens having different curing environments (standard underwater curing, on-site underwater curing, on-site sealing curing).

【0003】[0003]

【発明が解決しようとする課題】前項で述べた養生環境
の違いとは、供試体の温度履歴と水分の吸収または蒸散
が構造体のそれと異なることである。水分の吸収と蒸散
については、不透水性の紙製簡易型枠を使用し、頂部を
ビニール製のキャップでシールすることで構造体内部と
同じ環境を保持することができる。そこで、残る課題
は、構造体と同程度の温度履歴を示す供試体を作成する
養生容器の開発である。
The difference in the curing environment described in the preceding paragraph is that the temperature history of the specimen and the absorption or transpiration of water are different from those of the structure. Regarding the absorption and evaporation of water, a simple impermeable paper frame is used, and the top part is sealed with a vinyl cap to maintain the same environment as inside the structure. Therefore, the remaining issue is the development of a curing container that creates a specimen that exhibits a temperature history similar to that of the structure.

【0004】[0004]

【課題を解決するための手段】構造体内部の温度履歴は
調合が同じでも、断面寸法および環境温度(外気温)に
よって異なる。容器の材質をポリスチレンフォームと
し、その部材厚と収納する供試体の個数(最低9個とす
る)および容器内容積との組合せにより、供試体と構造
体の温度履歴を同程度とすることが可能であることを実
験により確認した。収納する供試体の個数による容器の
標準寸法を表−1に示す。(符号は図1参照)
The temperature history inside the structure varies depending on the cross-sectional dimensions and the ambient temperature (outside temperature) even if the composition is the same. By using polystyrene foam as the material of the container and combining the thickness of the member with the number of specimens to be stored (minimum 9) and the internal volume of the vessel, it is possible to make the temperature history of the specimen and structure similar. It was confirmed by an experiment. Table-1 shows the standard dimensions of the container according to the number of specimens to be stored. (Refer to Fig. 1 for the code)

【0005】[0005]

【作用】構造体に打設中のコンクリートを採取し(JI
S A 1115)、紙製簡易型枠で供試体を作成する
(JIS A 1132)。構造体の断面寸法に対応し
た部材厚の容器に供試体を収納する。供試体と構造体断
面の中心及び表面(型枠の内側)に熱電対を設置して温
度測定を行い、供試体と構造体の温度履歴が同程度であ
ることを確認する。
[Operation] The concrete being poured into the structure is sampled (JI
S A 1115), a test piece is made with a paper simple mold (JIS A 1132). The specimen is stored in a container having a member thickness corresponding to the cross-sectional size of the structure. A thermocouple is installed at the center of the cross section of the specimen and the structure (inside the mold) and the temperature is measured to confirm that the temperature histories of the specimen and the structure are similar.

【0006】[0006]

【実施例】断面寸法が90×90cmの柱と、60×6
5cmの梁に対し、それぞれ10cm、5cmの断熱材
(ポリスチレンフォーム)を用いて作成した容器で供試
体を養生し(柱は15個、梁は8個)、温度測定をした
結果の一部を表−2に示す。これらの結果から推定し
て、容器の部材厚を構造体の最小断面寸法の1/10程
度とし、容器を構造体と同じ環境条件の場所に設置する
ことにより、構造体と同程度の温度履歴を示す供試体の
作成が可能となった。なを、表中の平均環境温度とは、
コンクリートが打込まれてから最高温度に到達するまで
の所要時間内の平均外気温(構造体)、あるいは平均室
内温度(供試体)である。
[Example] A column having a cross-sectional dimension of 90 × 90 cm and a column of 60 × 6
A 5 cm beam was cured with a container made of 10 cm and 5 cm heat insulating material (polystyrene foam) respectively (15 columns and 8 beams) and part of the temperature measurement results It shows in Table-2. Estimating from these results, the thickness of the container is set to about 1/10 of the minimum cross-sectional dimension of the structure, and the container is installed at the same environmental conditions as the structure, so that the temperature history of the structure is about the same. It is now possible to create a specimen that shows. What is the average environmental temperature in the table?
It is the average outside air temperature (structure) or the average indoor temperature (specimen) within the time required to reach the maximum temperature after concrete is poured.

【0007】[0007]

【発明の効果】上述したように、本発明による断熱容器
で養生された供試体は、封緘状態および温度履歴におい
て、構造体の強度発現過程の環境と同程度と推定でき
る。したがって、この供試体を用いて得た各種試験値
で、構造体の物性を判断することは妥当である。特に、
型枠脱型時の初期強度の確認、あるいは構造体強度(長
期強度)の判定に、この供試体の試験値を用いることに
より、的確な構造体の管理ができる。
As described above, the specimen cured in the heat insulating container according to the present invention can be estimated to have the same degree of environment as the strength developing process of the structure in the sealed state and the temperature history. Therefore, it is appropriate to judge the physical properties of the structure from various test values obtained by using this specimen. In particular,
By using the test value of this test specimen to confirm the initial strength when the mold is released from the mold or to judge the strength of the structure (long-term strength), it is possible to manage the structure accurately.

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

【図1】表−1に示す、型式(7)の平面図及び側面図
を示す。
FIG. 1 shows a plan view and a side view of a model (7) shown in Table-1.

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 合成樹脂発泡成型体(一般にはポリス
チレンフォーム、あるいは発泡スチロールといわれる
(JIS A 9511))で成型する容器で、底、側
壁および蓋の部材厚は等しく、内部容積(蓋をした状
態)と収納するコンクリート供試体の容積との比率
(α)が1.6〜2.0の範囲にある容器。
1. A container molded from a synthetic resin foam molding (generally referred to as polystyrene foam or styrofoam (JIS A 9511)) having the same bottom, side wall, and lid member thicknesses and an internal volume (capped state). ) To the volume of the concrete specimen to be stored (α) in the range of 1.6 to 2.0.
JP31543594A 1994-11-15 1994-11-15 Insulating curing container for concrete specimen Pending JPH08145861A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP31543594A JPH08145861A (en) 1994-11-15 1994-11-15 Insulating curing container for concrete specimen

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP31543594A JPH08145861A (en) 1994-11-15 1994-11-15 Insulating curing container for concrete specimen

Publications (1)

Publication Number Publication Date
JPH08145861A true JPH08145861A (en) 1996-06-07

Family

ID=18065344

Family Applications (1)

Application Number Title Priority Date Filing Date
JP31543594A Pending JPH08145861A (en) 1994-11-15 1994-11-15 Insulating curing container for concrete specimen

Country Status (1)

Country Link
JP (1) JPH08145861A (en)

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO1995007867A1 (en) * 1993-09-16 1995-03-23 British Technology Group Limited Whiteware ceramic compositions
JP2014013168A (en) * 2012-07-04 2014-01-23 Daiwa House Industry Co Ltd Manufacturing method and device for test piece of structural concrete
JP2015148149A (en) * 2010-03-23 2015-08-20 三谷セキサン株式会社 Curing container for unconsolidated sample of pile hole foot protection part
JP2018001427A (en) * 2016-06-27 2018-01-11 株式会社竹中工務店 Method for confirming the strength at the initial stage of the hardening of concrete structure, and method for determining the removal time of support or framework
JP2018168644A (en) * 2017-03-30 2018-11-01 太平洋セメント株式会社 Method of determining finish time for curing concrete pavement
JP2019007231A (en) * 2017-06-26 2019-01-17 太平洋セメント株式会社 Method of determining finish time for curing concrete pavement

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO1995007867A1 (en) * 1993-09-16 1995-03-23 British Technology Group Limited Whiteware ceramic compositions
JP2015148149A (en) * 2010-03-23 2015-08-20 三谷セキサン株式会社 Curing container for unconsolidated sample of pile hole foot protection part
JP2014013168A (en) * 2012-07-04 2014-01-23 Daiwa House Industry Co Ltd Manufacturing method and device for test piece of structural concrete
JP2018001427A (en) * 2016-06-27 2018-01-11 株式会社竹中工務店 Method for confirming the strength at the initial stage of the hardening of concrete structure, and method for determining the removal time of support or framework
JP2018168644A (en) * 2017-03-30 2018-11-01 太平洋セメント株式会社 Method of determining finish time for curing concrete pavement
JP2019007231A (en) * 2017-06-26 2019-01-17 太平洋セメント株式会社 Method of determining finish time for curing concrete pavement

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