JPH0258428B2 - - Google Patents
Info
- Publication number
- JPH0258428B2 JPH0258428B2 JP57067460A JP6746082A JPH0258428B2 JP H0258428 B2 JPH0258428 B2 JP H0258428B2 JP 57067460 A JP57067460 A JP 57067460A JP 6746082 A JP6746082 A JP 6746082A JP H0258428 B2 JPH0258428 B2 JP H0258428B2
- Authority
- JP
- Japan
- Prior art keywords
- concrete
- temperature
- curing
- groove
- base mat
- 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 - Lifetime
Links
- 238000000034 method Methods 0.000 claims description 5
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 4
- 238000001723 curing Methods 0.000 description 14
- 238000005086 pumping Methods 0.000 description 3
- -1 steam Substances 0.000 description 3
- 230000036571 hydration Effects 0.000 description 2
- 238000006703 hydration reaction Methods 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 1
- 238000005336 cracking Methods 0.000 description 1
- 238000009415 formwork Methods 0.000 description 1
- 230000017525 heat dissipation Effects 0.000 description 1
- 230000007774 longterm Effects 0.000 description 1
- 230000009291 secondary effect Effects 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
Description
【発明の詳細な説明】
本発明はコンクリート表面を養生する方法に関
する。DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a method of curing concrete surfaces.
打設されたコンクリートは硬化の過程で、水和
熱によつて温度上昇し、コンクリート表面との温
度差が大きいと、温度応力が発生して、コンクリ
ート表面にひび割れが生ずる。 During the hardening process, the temperature of poured concrete increases due to the heat of hydration, and if there is a large temperature difference between it and the concrete surface, temperature stress will occur, causing cracks on the concrete surface.
従来、このひび割れを防止する方法として、コ
ンクリート打設後、コンクリート表面に養生マツ
トや養生シートなどを敷設していたが、コンクリ
ート表面の温度を適正に調節することが困難であ
つた。 Conventionally, as a method to prevent this cracking, a curing mat or a curing sheet was placed on the concrete surface after concrete was poured, but it was difficult to properly control the temperature of the concrete surface.
本発明は上記の問題を鑑みてなされたもので、
その目的とすることろは適度の放熱面積を有する
コンクリート表面に常に適正な温度を付与して、
コンクリート表面のひび割れを早期に制御する方
法を提供することにある。 The present invention was made in view of the above problems, and
The purpose is to always provide the appropriate temperature to the concrete surface with a moderate heat dissipation area.
The object of the present invention is to provide a method for early control of cracks on concrete surfaces.
本発明はベースマツト状コンクリート構造物の
コンクリート打設時に、前記ベースマツト状コン
クリート構造物の上面部に迷路状に走行し、か
つ、閉回路となる凹溝を形成し、この溝内に前記
コンクリートの養生温度に適した水、水蒸気、空
気などの養生媒体を温度および圧送制御装置を介
して連続的もしくは断続的に循環させることを特
徴とするもので、以下その実施例を図面を参照し
ながら詳述する。 In the present invention, when concrete is poured into a base mat-like concrete structure, a concave groove is formed in the upper surface of the base mat-like concrete structure in a maze-like manner and forms a closed circuit, and the concrete is cured in this groove. It is characterized by continuously or intermittently circulating a curing medium such as water, steam, or air that is suitable for the temperature through a temperature and pressure control device, and examples thereof will be described in detail below with reference to the drawings. do.
第1図は本発明に係るコンクリート表面の養生
方法の一実施例を示している。 FIG. 1 shows an embodiment of the concrete surface curing method according to the present invention.
1は打設後のベースマツト状コンクリート構造
物、2はコンクリート打設時に、一例として凸部
を設けた型枠(図示せず)をセツトすることによ
り、コンクリート表面に成形された凹溝である。 Reference numeral 1 denotes a base mat-like concrete structure after pouring, and 2 denotes a groove formed on the concrete surface by setting a formwork (not shown) provided with a convex portion, for example, during concrete pouring.
前記溝2は、隣の溝との間で適宜間隔を保ち迷
路状に形成され、温度および圧送装置3を介して
閉回路状に形設される。さらに、前記溝2の大き
さはコンクリートの面積、厚さに応じて決定され
る。また、この溝2内には必要に応じて脱着可能
の蓋を具備した木枠や鋼製等のボツクスを装着す
ることができる。 The grooves 2 are formed in a labyrinth shape with appropriate intervals between adjacent grooves, and are formed in a closed circuit via the temperature and pressure feeding device 3. Further, the size of the groove 2 is determined depending on the area and thickness of the concrete. In addition, a wooden frame or a box made of steel or the like can be installed in the groove 2, if necessary, with a removable lid.
このようにして形成された溝2内にはコンクリ
ートの養生温度に適した水、水蒸気、空気等の養
生媒体が供給される。 A curing medium such as water, steam, or air suitable for the curing temperature of the concrete is supplied into the groove 2 thus formed.
まず、外部(図示せず)から必要量に応じて前
記温度および圧送制御装置3に供給された水、水
蒸気、空気等の養生媒体が該装置3によつてコン
クリートの養生に適した温度に調整されて、該溝
2内に圧送される。 First, a curing medium such as water, steam, air, etc. supplied from the outside (not shown) to the temperature and pressure control device 3 according to the required amount is adjusted by the device 3 to a temperature suitable for curing concrete. and is pumped into the groove 2.
該溝2内に圧送された養生媒体は温度および圧
送制御装置3によつて、常時所定養生温度、所定
圧送量に制御されて連続的若しくは断続的に循環
圧送される。 The curing medium pumped into the groove 2 is continuously or intermittently cyclically pumped while being controlled to a predetermined curing temperature and a predetermined pumping amount by a temperature and pumping control device 3.
以上、詳述したように本発明によれば、ベース
マツト状コンクリート構造物の上面部に迷路状に
走行し、かつ閉回路となる凹溝を成形して、該溝
内にコンクリート養生に適する温度に調整した養
生媒体を圧送して循環させたから、溝を有するコ
ンクリート表面に適正に制御された温度を付与す
るので、コンクリートのとくに内部の水和熱によ
つて発生する温度応力の低減を早期に計ることが
できるため、ひび割れを制御し、良質のコンクリ
ート構造物が得られる。 As described in detail above, according to the present invention, a concave groove running in a labyrinth shape and forming a closed circuit is formed on the upper surface of a base mat-like concrete structure, and a temperature suitable for concrete curing is maintained in the groove. Since the adjusted curing medium is pumped and circulated, a properly controlled temperature is applied to the concrete surface with grooves, so it is possible to reduce the temperature stress caused by the heat of hydration in the concrete at an early stage. As a result, cracks can be controlled and high quality concrete structures can be obtained.
また、溝に蓋をすると、次の作業の防害になら
ないので、長期間温度制御を計ることができるな
どの副次的効果が得られる。 Furthermore, since covering the groove does not prevent damage to the next operation, secondary effects such as long-term temperature control can be obtained.
さらに、ベースマツト状コンクリート構造物の
上面部が凹凸になるので、上面側に打継がれるコ
ンクリートとの接合強度が向上する。 Furthermore, since the top surface of the base mat-like concrete structure is uneven, the strength of the joint with the concrete poured onto the top surface side is improved.
第1図は本発明に係る養生方法の一実施例を示
すもので、Aは平面図、BはAのX−X断面図で
ある。
1……コンクリート構造物、2……溝、3……
温度および圧送制御装置。
FIG. 1 shows an embodiment of the curing method according to the present invention, in which A is a plan view and B is a cross-sectional view taken along the line XX of A. 1...Concrete structure, 2...Gutter, 3...
Temperature and pumping control equipment.
Claims (1)
リート打設時に、前記ベースマツト状コンクリー
ト構造物の上面部に迷路状に走行し、かつ、閉回
路となる凹溝を形成し、この溝内に前記コンクリ
ートの養生温度に適した水、水蒸気、空気などの
養生媒体を温度および圧送制御装置を介して連続
的もしくは断続的に循環させることを特徴とする
コンクリート表面の養生方法。1. At the time of concrete pouring of the base mat-like concrete structure, a concave groove is formed on the upper surface of the base mat-like concrete structure, running in a labyrinth shape and forming a closed circuit. A method of curing concrete surfaces characterized by continuous or intermittent circulation of a suitable curing medium such as water, steam or air through temperature and pressure control devices.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP6746082A JPS58185857A (en) | 1982-04-23 | 1982-04-23 | Ageing of concrete surface |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP6746082A JPS58185857A (en) | 1982-04-23 | 1982-04-23 | Ageing of concrete surface |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS58185857A JPS58185857A (en) | 1983-10-29 |
JPH0258428B2 true JPH0258428B2 (en) | 1990-12-07 |
Family
ID=13345576
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP6746082A Granted JPS58185857A (en) | 1982-04-23 | 1982-04-23 | Ageing of concrete surface |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS58185857A (en) |
Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5032733A (en) * | 1973-07-25 | 1975-03-29 | ||
JPS56142969A (en) * | 1980-04-09 | 1981-11-07 | Masaharu Nakamura | Cooling of cast concrete in building of large concrete construction |
-
1982
- 1982-04-23 JP JP6746082A patent/JPS58185857A/en active Granted
Patent Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5032733A (en) * | 1973-07-25 | 1975-03-29 | ||
JPS56142969A (en) * | 1980-04-09 | 1981-11-07 | Masaharu Nakamura | Cooling of cast concrete in building of large concrete construction |
Also Published As
Publication number | Publication date |
---|---|
JPS58185857A (en) | 1983-10-29 |
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