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1. 发明专利

JPH01298048A METHOD FOR COOLING MIXED AGGREGATE FOR LOW TEMPERATURE CONCRETE 失效
公开(公告)号：JPH01298048A
公开(公告)日：1989-12-01
申请号：JP12796488
申请日：1988-05-25
申请人： NIKKU IND CO , TAISEI CORP
发明人： KAWAKAMI OSAMU , KISHIRO SUEO , OKAJIMA SHOZO , AIDA SEIICHI , SATO FUMIO , ARAI ATSUTOSHI , ABE ZENETSU , MATSUMOTO SHUNICHI
IPC分类号： C04B20/00 , B28C7/00
摘要： PURPOSE:To uniformly and efficiently cool mixed aggregate by charging fine aggregate and coarse aggregate each having a prescribed water content for concrete before kneading into a vacuum cooling vessel so that the coarse aggregate is uniformly distributed in the fine aggregate and by carrying out vacuum cooling. CONSTITUTION:Fine aggregate and coarse aggregate each having a prescribed water content for concrete before kneading are charged into a vacuum cooling vessel so that the coarse aggregate is uniformly distributed in the fine aggregate, the vessel is evacuated to drop the temp. of the mixed aggregate and prescribed amts. of cement and water are added and kneaded with the mixed aggregate.

2. 发明专利

JPH07138939A CONSTRUCTION METHOD FOR CONTINUOUS UNDERGROUND WALL AND CONTINUOUS UNDERGROUND WALL 失效
公开(公告)号：JPH07138939A
公开(公告)日：1995-05-30
申请号：JP30591393
申请日：1993-11-11
申请人： TAISEI CORP
发明人： NAITO TEIJI , ARAI MASAO , ARIYAMA MOTOSHIGE , YOKOYAMA MASAHARU , SATO FUMIO
IPC分类号： E02D5/18 , E02D5/20
摘要： PURPOSE:To enable underground water to be permeable. CONSTITUTION:A sheet 11 is laid out to both wall surfaces of an excavation ditch 20 where an inlet pipe 12 is mounted to the sheet 11. The inlet pipe 12 is connected to a transparent water hose 13 which may be bent or expansible. When concrete is filled up between the sheets 11, the transparent water hose 13 may extend so that the sheet 11 may come in contact with the wall surface of the excavation ditch 20. As a result, underground water may flow from one wall surface of the continuous wall to the other surface by way of the inlet pipe 12 and the transparent water hose 13.

3. 发明专利

JPH07166540A CONSTRUCTION METHOD FOR CONTINUOUS UNDERGROUND WALL AND CONTINUOUS UNDERGROUND WALL 失效
公开(公告)号：JPH07166540A
公开(公告)日：1995-06-27
申请号：JP27455794
申请日：1994-10-13
申请人： TAISEI CORP
发明人： NAITO TEIJI , ARAI MASAO , ARIYAMA MOTOSHIGE , YOKOYAMA MASAHARU , SATO FUMIO , OBARA SUNAO , FUKUHARA SHUNICHI
IPC分类号： E02D5/20 , E02D5/18
摘要： PURPOSE:To allow underground water to permeate. CONSTITUTION:Sheets 11, water-permeable sheets 110, or expansion sheets 211 are arranged on the wall faces of an excavated ditch 20, and a water flow pipe 1 is fitted between the sheets 11 to construct a continuous underground wall 10. When concrete is filled between the sheets 11, the sheets 11 are brought into contact with the wall faces of the excavated ditch 20. The underground water flows from one wall face of the continuous underground wall 10 to the other wall face through the water flow pipe 1.

4. 发明专利

JPH01297219A METHOD AND APPARATUS FOR VACUUM COOLING CONCRETE 失效
公开(公告)号：JPH01297219A
公开(公告)日：1989-11-30
申请号：JP12796288
申请日：1988-05-25
申请人： NIKKU IND CO , TAISEI CORP
发明人： KAWAKAMI OSAMU , KISHIRO SUEO , OKAJIMA SHOZO , AIDA SEIICHI , SATO FUMIO , ARAI ATSUTOSHI , ABE ZENETSU , MATSUMOTO SHUNICHI
IPC分类号： B28C5/46
摘要： PURPOSE:To contrive to prevent the temperature of concrete from rising after its placement by a method wherein the temperature of the concrete to be placed is lowered by giving the heat of vaporization of the moisture in the concrete from the concrete itself through the vacuumization of a kneader during the kneading of the concrete. CONSTITUTION:Firstly, fine aggregate, coarse aggregate, cement and water, the amount of which is larger than the normal water cement ratio for constituting concrete, are charged through a hopper 1 and a charging vacuum-resistant value 2 in a kneader 3 so as to be uniformly distributed in the interior of the kneader 3 in order to be uniformly agitated, mixed and kneaded with agitating blades 5, which is mounted on a shaft 4 driven through a sprocket 8 by means of a motor 7, after charging. When agitation starts, the charging vacuum-resistant valve 2 is closed so as to shut off the interior of the kneader 3 against the outside air. Next, the interior of the kneader 3 is evacuated with a vacuum pump 10 by opening a vacuum valve 9. As a result, the surface of concrete under kneading is exposed to vacuum all over, resulting in vaporizing moisture in the concrete under the vacuum held at least 10Torr or lower and lowering the temperature of the concrete down to at least 12 deg.C or lower. Thus, the temperature of the concrete is confirmed with a thermometer 11.

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