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1. 发明专利

JP2012087481A Lining concrete curing device and lining concrete curing system 审中-公开
标题翻译：内衬混凝土固化装置和内衬混凝土固化系统
公开(公告)号：JP2012087481A
公开(公告)日：2012-05-10
申请号：JP2010232993
申请日：2010-10-15
申请人： Mashino:Kk , Shimizu Corp , 株式会社マシノ , 清水建設株式会社
发明人： SAKAMOTO MASANOBU , ISHII SABURO , ETO MASAMITSU , NISHIMURA SHINICHI
IPC分类号： E21D11/10 , C04B40/02 , C04B40/04
摘要： PROBLEM TO BE SOLVED: To provide a lining concrete curing device and a lining concrete curing system, capable of keeping a surface of lining concrete wet while adjusting the curing temperature to a desired temperature.SOLUTION: A lining concrete curing device 100 comprises: a waterproof heat insulation sheet 13 which is arranged along a surface 1a of the lining concrete 1, at a predetermined distance H from the surface 1a, water supply means 16 which supplies spray water to a temperature controlled wet curing space 14 defined by the lining concrete surface 1a and the heat insulation sheet 13, and blow means 17 which sends temperature controlled air into the temperature controlled wet curing space 14.
摘要翻译：要解决的问题：提供一种衬里混凝土固化装置和衬里混凝土固化系统，其能够将衬里混凝土的表面保持湿润，同时将固化温度调节到所需温度。解决方案：衬里混凝土固化装置100包括：防水隔热片13，其沿着衬里混凝土1的表面1a布置在距表面1a预定距离H处;供水装置16，其供应喷雾水到由衬里混凝土表面1a和绝热片13限定的温度控制的湿固化空间14，以及将温度控制的空气送入温度控制的湿固化空间14的吹风装置17.版权所有（C）2012年， JPO＆INPIT

2. 发明专利

JP2009084981A Heat insulating curing method of mass concrete 有权
标题翻译：大量混凝土热绝缘固化方法
公开(公告)号：JP2009084981A
公开(公告)日：2009-04-23
申请号：JP2007259842
申请日：2007-10-03
申请人： Shimizu Corp , 清水建設株式会社
发明人： NOMURA TOMOHIRO , SATO TAIJI , ETO MASAMITSU , OTA TOMOHISA
IPC分类号： E04G21/02
摘要： PROBLEM TO BE SOLVED: To provide an effective and suitable heat insulating curing method which is capable of securely carrying out heat insulating curing to arranged positions for reinforcing bars when placing mass concrete.
SOLUTION: A thermal crack is prevented during curing by covering the surface of the mass concrete with curing materials having heat insulating function when placing the mass concrete for the bottom plate 1 of an underground tank or the like. Bag cushion materials 10 each formed of a flexible bag body filled with loose cushion materials to be a packaging material are used as the curing material and the curing materials are laid between the reinforcing bars 4 protruded on the surface of the placed concrete without a gap. The shape and dimensions of the bag cushion material 10 to be used as the curing material are preliminarily set corresponding to bar arrangement intervals. A plurality of kinds of the bag cushion materials 10 having different shapes and dimensions are used together. The bag cushion materials 10 are overlappingly laid in plural layers and the joint parts of the respective layers are arranged not to be overlapped with each other in a vertical direction.
COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：提供一种有效和合适的隔热固化方法，其能够在放置大体积混凝土时可靠地进行绝热固化到布置的钢筋位置。解决方案：当将用于地下罐等的底板1的大体积混凝土放置时，通过用具有隔热功能的固化材料覆盖大体积混凝土的表面，在固化期间防止热裂纹。使用由填充有作为包装材料的松散衬垫材料的柔性袋体形成的袋衬垫材料10作为固化材料，并且将固化材料铺设在突出于所放置的混凝土表面上的钢筋之间，而没有间隙。要用作固化材料的袋衬垫材料10的形状和尺寸根据棒布置间隔预先设定。一起使用具有不同形状和尺寸的多种袋衬垫材料10。袋子衬垫材料10重叠地铺设成多层，并且各层的接合部分在垂直方向上彼此不重叠地布置。版权所有（C）2009，JPO＆INPIT

3. 发明专利

JP2006290731A Acid resistant composition 有权
标题翻译：耐酸性组合物
公开(公告)号：JP2006290731A
公开(公告)日：2006-10-26
申请号：JP2006068805
申请日：2006-03-14
申请人： Shimizu Corp , Teihyu Corp , テイヒュー株式会社 , 清水建設株式会社
发明人： URANO SHINJI , ETO MASAMITSU , OSAKI YUSAKU , KONO SHIGEYUKI , WAKI TOSHIO , NITTA TOMOHIRO , YAMADA YOSHINORI
IPC分类号： C04B28/08 , C04B14/10 , C04B22/06 , C04B22/08 , C04B24/26 , C04B28/06 , C04B28/26 , C04B111/23
摘要： PROBLEM TO BE SOLVED: To provide an acid resistant composition having excellent underwater inseparable property, capable of being placed in acidic water and also excellent in cutoff performance, pumpability and self-sustaining performance.
SOLUTION: The acid resistant composition contains at least 10-50 wt.% acid resistant hardening agent, 0.01-0.05 wt.% acid resistant water absorbing resin, 30-60 wt.% acid resistant aggregate and 1-5 wt.% clay mineral.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：提供具有优异的水下不可分离性能的酸性组合物，其能够置于酸性水中，并且还具有优异的截留性能，可泵送性和自持性能。解决方案：耐酸组合物含有至少10-50重量％的耐酸硬化剂，0.01-0.05重量％的耐酸吸水树脂，30-60重量％耐酸骨料和1-5重量％％粘土矿物。版权所有（C）2007，JPO＆INPIT

4. 发明专利

JP2012002036A Placing joint time interval calculation device, placing joint time interval calculation method and placing joint time interval calculation program 审中-公开
标题翻译：配置联合时间间隔计算设备，配置联合时间间隔计算方法和放置联合时间间隔计算程序
公开(公告)号：JP2012002036A
公开(公告)日：2012-01-05
申请号：JP2010140520
申请日：2010-06-21
申请人： Shimizu Corp , 清水建設株式会社
发明人： ETO MASAMITSU
IPC分类号： E21D11/10 , E04G21/00 , E04G21/02 , E21D11/00
摘要： PROBLEM TO BE SOLVED: To provide support for preventing a cold joint of concrete.SOLUTION: The device comprises: receiving input data on dimensions of a building frame constructed by layering a plurality of concrete blocks including a thickness of the building frame, the number of concrete block layers in a vertical direction of the building frame and a height of each concrete block layer; receiving input data on a length of the building frame in a horizontal direction and the number of partitions of the concrete blocks in the building frame in the horizontal direction; receiving input data on a concrete placing speed of a pump; receiving input data on an order of placing concrete for each of the concrete blocks; calculating a volume of concrete required per concrete block based on the thickness of the building frame, the height of each of the concrete block layers, the length of the building frame in the horizontal direction and the number of the partitions; calculating a length of time required for placing concrete per concrete block based on the calculated concrete volume and the concrete placing speed of the pump; calculating a placing joint time interval between a specific concrete block and other concrete blocks contacting the specific concrete block based on the calculated length of time required for placing concrete per concrete block and the order of placing concrete; and outputting the results.
摘要翻译：要解决的问题：提供防止混凝土冷接头的支撑。解决方案：该装置包括：接收通过层叠多个混凝土块而构成的建筑物框架的输入数据，所述多个混凝土块包括建筑物框架的厚度，建筑物框架的垂直方向上的混凝土块层的数量和每个混凝土块层的高度; 在水平方向上接收建筑物框架的长度上的输入数据以及建筑物框架中的水平方向上的混凝土块的分隔数; 接收泵的混凝土浇筑速度的输入数据; 接收每个混凝土块混凝土的顺序的输入数据; 基于建筑物框架的厚度，每个混凝土块层的高度，建筑物框架在水平方向上的长度和分隔的数量来计算每个混凝土块所需的混凝土的体积; 根据计算的混凝土体积和泵的混凝土浇筑速度计算每个混凝土块混凝土浇筑所需的时间长度; 根据计算混凝土每混凝土块所需的时间长度和混凝土的排列时间，计算特定混凝土块与接触特定混凝土块的其他混凝土块之间的放置关节时间间隔; 并输出结果。版权所有（C）2012，JPO＆INPIT

5. 发明专利

JP2003335587A Process for curing concrete 审中-公开
标题翻译：固化混凝土的工艺
公开(公告)号：JP2003335587A
公开(公告)日：2003-11-25
申请号：JP2002140731
申请日：2002-05-15
申请人： Shimizu Corp , 清水建設株式会社
发明人： ETO MASAMITSU , WATANABE MAHO , GOTO TORU , TAKAGI RITSU , NOMURA TOMOHIRO
IPC分类号： C04B40/04
摘要： PROBLEM TO BE SOLVED: To provide a process for curing concrete which enables easy handling and imparts a high strength and durability to the concrete.
SOLUTION: In a factory etc., concrete is cast inside a concrete formwork, and after the surface has hardened to a degree sufficient for enabling operation without roughening the worked surface of a segment 1, an exposed surface of the segment 1 is covered with a generally used curing mat until formwork removal, underground water is sprinkled with a sprinkling hose to maintain a wet state for performing wet curing and the formwork is removed after about a day. After removing the formwork, the segment 1 is entirely covered with a wrap film 2 and may be further covered with a light-shielding sheet 3 for performing wrap curing.
COPYRIGHT: (C)2004,JPO
摘要翻译：要解决的问题：提供一种固化混凝土的方法，其能够容易地处理并赋予混凝土高强度和耐久性。
解决方案：在工厂等中，将混凝土浇铸在混凝土模板中，并且在表面已经硬化到足以实现操作的程度而不使区段1的加工表面变粗糙之后，区段1的暴露表面是用一般使用的固化垫覆盖，直到模板去除，地下水洒上喷水软管，以保持湿润状态进行湿固化，大约一天后除去模板。除去模板之后，片段1完全被保鲜膜2覆盖，并且可以进一步用遮光片3覆盖以进行缠绕固化。版权所有（C）2004，JPO

6. 发明专利

JP2015021905A フレッシュコンクリート又はフレッシュモルタルの単位水量測定方法有权
标题翻译：测量新鲜混凝土或新鲜土豆的单位含水量的方法
公开(公告)号：JP2015021905A
公开(公告)日：2015-02-02
申请号：JP2013152103
申请日：2013-07-22
申请人：清水建設株式会社 , Shimizu Corp , パシフィックシステム株式会社 , Pacific Systems Corp
发明人： NISHIOKA MAHO , NISHIMURA SHINICHI , ETO MASAMITSU , PHAN QUOC , TAKAHASHI KEIICHI
IPC分类号： G01N33/38
摘要：【課題】流動するフレッシュコンクリートやフレッシュモルタルの単位水量を連続的に且つ短時間で、容易に且つ高精度で測定することを可能にする方法を提供する。【解決手段】フレッシュコンクリート又はフレッシュモルタルの単位水量を測定する方法であって、フレッシュコンクリート又はフレッシュモルタルに電磁波を発信するとともに水分で反射した電磁波を受信する水分計を用い、現場において、打設するフレッシュコンクリート又はフレッシュモルタルが流通する開放空間に水分計を設置し、水分計によって、開放空間で流動して通過してゆくフレッシュコンクリート又はフレッシュモルタルの動的測定値を連続的に測定する実測定工程を備える。【選択図】図3
摘要翻译：要解决的问题：提供能够连续，快速，容易和高精度地测量流动的新鲜混凝土或新鲜砂浆的单位含水量的方法。解决方案：测量新鲜混凝土或新鲜砂浆的单位含水量的方法包括实际测量步骤，用于将新鲜混凝土或新鲜砂浆中的电磁波传输到新鲜的混凝土或新鲜的砂浆中，并接收在其中容纳的水的反射的电磁波，在开放的空间内，待浇注的新鲜混凝土或新鲜的砂浆流过，并用含水量计连续测量流经开放空间的新鲜混凝土或新鲜灰浆的动态值。

7. 发明专利

JP2014028729A Coat curing agent, coat curing structure, and concrete production method 有权
标题翻译：涂层固化剂，涂层结构和混凝土生产方法
公开(公告)号：JP2014028729A
公开(公告)日：2014-02-13
申请号：JP2012170452
申请日：2012-07-31
申请人： Shimizu Corp , 清水建設株式会社 , Kao Corp , 花王株式会社
发明人： PHAN QUOC , ETO MASAMITSU , TANAKA HIROICHI , NISHIMURA SHINICHI , SASAKI HIROTAKA
IPC分类号： C04B40/04
摘要： PROBLEM TO BE SOLVED: To be able to achieve improvement of quality of concrete by obtaining excellent dehydration prevention effect at curing time, and further to enable early form removal.SOLUTION: A concrete production method includes: a process in which form removal is performed after a prescribed curing period of an installed concrete 1 at curing time of concrete installed using a frame mold 2; and a process in which a coat curing agent 3 consisting of a material making a water dispersion based polyester a main component is applied to an exposure surface 1a of the concrete 1 after form removal, and initial dehydration is prevented.
摘要翻译：要解决的问题：通过在固化时获得优异的脱水防止效果，能够实现混凝土的质量的提高，并且能够进行早期的脱模。具体的制造方法包括：具体的制造方法包括：在使用框架模具2安装的混凝土的固化时间下，安装的混凝土1的规定的固化时间; 并且在形成除去之后，将由将水分散体聚酯作为主要成分的材料构成的涂料固化剂3施加到混凝土1的暴露面1a，并防止初始脱水的方法。

8. 发明专利

JP2008280802A Induction joint forming method 审中-公开
标题翻译：感应联合形成方法
公开(公告)号：JP2008280802A
公开(公告)日：2008-11-20
申请号：JP2007127787
申请日：2007-05-14
申请人： Shimizu Corp , 清水建設株式会社
发明人： ETO MASAMITSU
IPC分类号： E04B1/62 , E04B2/84
摘要： PROBLEM TO BE SOLVED: To provide an induction joint forming method through a simple arrangement, which can surely induce cracking in cross sectional deficits.
SOLUTION: In the induction joint forming method, a tubular crack inducing member, which expands by a pressure fluid to be charged, is disposed inside a portion forming a cross sectional deficit on the surface of a concrete building so as to form an induction joint at a predetermined position of the concrete building, to expand the tubular crack inducing member by charging the pressure fluid in the tubular crack inducing member when the concrete is cured, thereby inducing cracks between the tubular crack inducing member and the cross sectional deficit.
COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：通过简单的布置来提供感应接头成形方法，其可以确定地导致横截面缺陷的开裂。解决方案：在感应接合成形方法中，通过被加压的流体膨胀的管状裂纹诱导构件设置在混凝土建筑物的表面上形成截面缺陷的部分内，以形成在混凝土建筑物的预定位置处的感应接头，当混凝土固化时，通过对管状裂纹诱导构件中的压力流体进行充填来膨胀管状裂纹诱导构件，从而引起管状裂纹诱导构件之间的裂纹和截面缺陷。版权所有（C）2009，JPO＆INPIT

9. 发明专利

JP2007018061A Method for calculating emission of carbon dioxide in construction work 审中-公开
标题翻译：计算二氧化碳在建筑工程中排放的方法
公开(公告)号：JP2007018061A
公开(公告)日：2007-01-25
申请号：JP2005196188
申请日：2005-07-05
申请人： Shimizu Corp , 清水建設株式会社
发明人： SUZUKI MICHIYA , TOJIMA TAKESHI , ETO MASAMITSU , YONEKURA HIROSHI , NAKAYAMA MASUFUMI , SATO HIROSHI
IPC分类号： G06F17/50 , G06Q50/00 , G06Q50/08 , G06Q50/26
CPC分类号： Y02P90/84
摘要： PROBLEM TO BE SOLVED: To provide a method for highly precisely calculating carbon dioxide emission in a construction work with a smaller labor than a conventional manner. SOLUTION: When a total construction sum (S1) in a target construction work, quantity (S2) of each primary materials and an operation time (S3) of each primary construction machine are input to a personal computer, the quantity of the primary materials is multiplied by the basic unit of CO 2 emission of each primary materials (S6) so that the CO 2 emission of each primary materials can be calculated, and the fuel consumption to be consumed by each primary construction machine is multiplied by the original unit of the CO 2 emission of fuel (S7) so that the CO 2 emission of each primary construction machine can be calculated. Also, the construction sum to be spent on the primary materials and the primary construction machine is subtracted from the total construction sum, so that a miscellaneous construction work sum can be calculated (S10), and the miscellaneous construction work sum is multiplied by the miscellaneous construction work sum and the original unit of the CO 2 emission (S5) so that the CO 2 emission of the miscellaneous construction work can be calculated. COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：提供一种以比常规方式更小的劳动量来高效地计算建筑工程中的二氧化碳排放的方法。
解决方案：当目标施工作业中的总施工量（S1），每个主要材料的数量（S2）和每个一次建筑机械的运行时间（S3）输入个人计算机时，主要材料乘以每种主要材料（S6）的基本单位CO 2 的排放量，从而可以计算每种主要材料的CO 2 排放量，并且燃料每个主要建筑机器消耗的消耗量乘以CO 2 燃料排放量（S7）的原始单位，使得每个一次建筑机械的CO 2 排放可以计算。另外，从施工总额中减去用于初级施工机械和一次建筑机械的施工费用，可以计算出杂项建设工作总额（S10），杂项建设工作总和乘以杂项施工作业总和和CO 2 排放量的原始单位（S5），从而可以计算出杂项建筑工程的CO 2 排放量。版权所有（C）2007，JPO＆INPIT

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