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1. 发明专利

JP2011032862A Method of constructing exterior wall using horizontal slit member and exterior wall structure 有权
标题翻译：使用水平缝隙构件和外墙结构构造外墙的方法
公开(公告)号：JP2011032862A
公开(公告)日：2011-02-17
申请号：JP2010229254
申请日：2010-10-12
申请人： Doraafutaito Kogyo Kk , Okabe Co Ltd , ドラーフタイト工業株式会社 , 岡部株式会社
发明人： HIROKAWA YOSHIKAZU , MATSUYAMA HIDEO , ITO MASAHIRO , HENMI TERUKO , UNNO TAKASHI , KURASHIMA TADASHI
IPC分类号： E04G9/10 , E04B2/56 , E04H9/02
摘要： PROBLEM TO BE SOLVED: To provide a method of constructing an exterior wall having horizontal slit members for earthquake resistance inside a joint part which is formed between a beam and a horizontal joint portion at the bottom end of a non-structural wall in a reinforced concrete building, and also provide an exterior wall structure. SOLUTION: A supporter 20 includes a connection part 22 fitted to a joint bar affixed to the inner surface of a vertical form to form the joint part 9 and a holding part 21 provided to the rear surface side thereof. The first horizontal slit member 7 disposed on the beam 4 side of the lower story is held by the holding part 21 utilizing adhesiveness. In this state, the concrete 4 of the lower story is placed so as to match the upper surface of the first horizontal slit member 7. After the concrete 4 of the lower story is hardened, the second horizontal slit member 8 is disposed on the upper surface of the first horizontal slit member 7, and a concrete which forms the non-structural wall 1 of the upper story is placed. After the concrete 1 is hardened, the vertical form and the joint bar are removed, a backup member 12 is pushed into the connection part 22 of the supporter 20, and a caulking material 13 is charged thereinto. COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：解决的问题：提供一种在非结构化壁的底端处形成在梁和水平接合部之间的接头部分内构造具有用于抗震性的水平狭缝构件的外壁的方法，钢筋混凝土建筑，还提供外墙结构。解决方案：支撑件20包括装配到固定到垂直形式的内表面的接合杆上以形成接合部9的连接部22和设置在其后表面侧的保持部21。设置在下层的梁4侧的第一水平狭缝构件7利用粘合性被保持部21保持。在这种状态下，将下层的混凝土4放置成与第一水平狭缝构件7的上表面相匹配。在下层的混凝土4硬化之后，第二水平狭缝构件8设置在上部放置第一水平狭缝部件7的表面和形成上层的非结构壁1的混凝土。在混凝土1硬化之后，将垂直形状和接合棒移除，将支撑构件12推入支撑件20的连接部22中，并且将铆接材料13装入其中。版权所有（C）2011，JPO＆INPIT

2. 发明专利

JP2014211021A 水平スリット材支持具及びスリット構造有权
标题翻译：水平滑动构件支撑和滑动结构
公开(公告)号：JP2014211021A
公开(公告)日：2014-11-13
申请号：JP2013086977
申请日：2013-04-17
申请人：岡部株式会社 , Okabe Co Ltd , ドラーフタイト工業株式会社 , Doraafutaito Kogyo Kk
发明人： SONOBE YUJI , OKUBO SUNAO , FUKUYAMA TAKASHI , KURASHIMA TADASHI , NISHIKAWA MASAYUKI , HASE TOMOYUKI
IPC分类号： E04G9/10 , E04G15/06 , E04G21/02
CPC分类号： E04G15/06 , E04G21/02 , E04G9/10
摘要：【課題】コンクリート打継部において、止水性能を確保しつつ、一方のコンクリート部分と他方のコンクリート部分とをより確実に縁切りすることが可能な水平スリット材支持具及びスリット構造を提供する。【解決手段】梁1に外壁2を打ち継ぐコンクリート打継部Xで、目地3に対して間隔を隔てて併設される水平スリット材4を支持するための水平スリット材支持具5であって、梁に、目地と水平スリット材の間に位置させて設置される第一支持部材8と、外壁に、第一支持部材と互いに向かい合わせて、目地と水平スリット材の間に設置される第二支持部材9と、弾性素材で形成され、これら第一支持部材と第二支持部材の間に設けられる止水部材10とからなる。【選択図】図1
摘要翻译：要解决的问题：提供一种水平狭缝构件支撑和狭缝结构，能够在混凝土浇筑接头部分中确保切割性能的同时确切地切割一个混凝土部件和其他混凝土部件。解决方案：A 水平狭缝构件支撑件5用于支撑水平狭缝构件4，该水平狭缝构件4通过用于将外壁2放置在梁1上的混凝土放置接合部分X以一定间隔并置到接头3，并且包括：第一支撑件构件8定位并安装在梁上的接头和水平狭缝构件之间; 第二支撑构件9，其在外壁上与第一支撑构件相对并且安装在接头和水平狭缝构件之间; 以及由弹性材料形成并设置在这些第一支撑构件和第二支撑构件之间的截水构件10。

3. 发明专利

JP2005054371A Earthquake-resistant slit filler 有权
标题翻译：抗电磁贴片灌装机
公开(公告)号：JP2005054371A
公开(公告)日：2005-03-03
申请号：JP2003205972
申请日：2003-08-05
申请人： Doraafutaito Kogyo Kk , Okabe Co Ltd , ドラーフタイト工業株式会社 , 岡部株式会社
发明人： UNNO TAKASHI , NISHIDA SHIGENORI , KURASHIMA TADASHI
IPC分类号： E04B1/94 , E04H9/02
摘要： PROBLEM TO BE SOLVED: To provide an earthquake-resistant slit filler which is excellent in cost efficiency, fire resistance, and filled in a gap between a beam portion or a column portion and a wall portion of a concrete building to structural-mechanically separate building component parts from each other.
SOLUTION: The earthquake-resistant slit filler 1 is formed of a plate-like phenol resin foam body, and filled in the gap in the vicinity of a boundary between the column portion 2 and the wall portion 3 as the vertical slit filler. The earthquake-resistant slit filler 1 has support members 4, 4 fitted on both side ends thereof, and caulking members 6, 6 each filled on a rear side of the support member 4, i.e. on a wall side, via backup members 5, 5. The phenol resin foam body has suitable elasticity and high heat insulation performance imparted thereto, and it does not melt or shrink even if exposed to high temperatures. As a result, the slit filler does not require a refractory material for covering the same, such as a calcium silicate board or rock wool.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：为了提供成本效益，耐火性优异并填充在梁部分或柱部分与混凝土建筑物的壁部分之间的间隙中的结构型抗震切缝填料，将建筑构件部件彼此机械分开。解决方案：抗震切缝填料1由板状酚醛树脂发泡体形成，并且填充在柱部分2和壁部分3之间的边界附近的间隙中，作为垂直狭缝填料。防震狭缝填料1具有安装在其两侧端的支撑构件4,4，以及填充在支撑构件4的后侧，即在壁侧上的铆接构件6,6经由支撑构件5,5 酚醛树脂发泡体具有适当的弹性和高绝热性能，即使暴露在高温下也不会熔化或收缩。结果，狭缝填料不需要用于覆盖其的耐火材料，例如硅酸钙板或岩棉。版权所有（C）2005，JPO＆NCIPI

4. 发明专利

JP2005113598A Boundary structure between outdoor side and indoor side for arranging sweeping-out sash 审中-公开
标题翻译：户外和边界之间的边界结构用于安排扫射式SASH
公开(公告)号：JP2005113598A
公开(公告)日：2005-04-28
申请号：JP2003351545
申请日：2003-10-10
申请人： Doraafutaito Kogyo Kk , Taisei Corp , ドラーフタイト工業株式会社 , 大成建設株式会社
发明人： NARUI TAIRA , MATSUDA KOJI , INOUE NORIYUKI , KURASHIMA TADASHI , MORIYAMA TSUNEO
IPC分类号： E06B1/60
摘要： PROBLEM TO BE SOLVED: To provide a boundary structure between the outdoor side and the indoor side for arranging a terrace door sash, for easily arranging a water cut-off dam. SOLUTION: This boundary structure between the outdoor side 3 and the indoor side 4, is provided with the terrace door sash 10 for filling terrace door sash installing base mortar 11 between the terrace door sash 10 and a concrete surface 2, by arranging the terrace door sash 10 in a boundary between the outdoor side 3 and the indoor side 4 on the concrete surface 2 of continuously arranging the outdoor side 3 and the indoor side 4 in the substantially same height. The water cut-off dam 5 is arranged via packing 6 between its under surface and the concrete surface 2 on the concrete surface 2 between a filling place of the terrace door sash installing base mortar 11 and an indoor side 4 part adjacent to this place in the boundary between the outdoor side 3 and the indoor side 4. COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：为了在室外侧和室内侧之间设置用于布置平台门窗的边界结构，可以容易地设置截水坝。
解决方案：室外侧3和室内侧4之间的边界结构设置有用于在露台门窗10和混凝土表面2之间填充露台门窗框安装基础砂浆11的露台门窗扇10，通过布置在室外侧3和混凝土面2的室内侧4之间的边界处的露台门窗扇10，其在大致相同的高度上连续地设置室外侧3和室内侧4。截水坝5通过包装6在其下表面和混凝土表面2之间的混凝土表面2上布置在露台门窗条安装基础砂浆11的填充位置和与该位置相邻的室内侧4部分之间室外侧3和室内侧4之间的边界。版权所有（C）2005，JPO＆NCIPI

5. 发明专利

JP2013245527A Drain ditch structure constructed on slab, and concrete form fixing member 有权
标题翻译：在SLAB上构造的排水结构结构和混凝土形式的固定构件
公开(公告)号：JP2013245527A
公开(公告)日：2013-12-09
申请号：JP2012121981
申请日：2012-05-29
申请人： Doraafutaito Kogyo Kk , ドラーフタイト工業株式会社
发明人： KURASHIMA TADASHI
IPC分类号： E04D13/04 , E02D19/08 , E02D29/00
摘要： PROBLEM TO BE SOLVED: To provide a drain ditch structure constructed on a slab and capable of easily and surely preventing finish mortar of a bottom part of the drain ditch structure from rising, and a concrete form fixing member.SOLUTION: A drain ditch structure A is constructed by placing protective concrete 4 on a water-resistant layer 2 provided on a slab 1 so as to form a groove forming part 3 on a predetermined position, and placing finish mortar or concrete 5 on the bottom part of the groove forming part 3. The finish mortar or concrete 5 placed on the bottom part of the groove forming part 3 is made to bite into the protective concrete 4 on both sides. The finish mortar or concrete 5 is prevented from rising in such a manner that parts 5a where the finish mortar or concrete 5 bites into the protective concrete 4 are used as anchors, even when rainwater intrudes from a clearance between the protective concrete 4 and the finish mortar or concrete 5 and creeps to the interface between the finish mortar or concrete 5 and the water-resistant layer 2.
摘要翻译：要解决的问题：提供一种构造在平板上的排水沟结构，能够容易且可靠地防止排水沟结构的底部的精砂砂浆上升，以及混凝土形式固定构件。解决方案：排水沟结构A 通过将保护性混凝土4放置在设置在板坯1上的防水层2上，以便在预定位置形成槽形成部分3，并将完成的砂浆或混凝土5放置在槽形成部分3的底部上将放置在槽形成部3的底部的精制砂浆或混凝土5咬入两侧的保护性混凝土4中。即使在雨水从保护性混凝土4和完成物之间的间隙入侵时，也可以防止精制砂浆或混凝土5上升，使得精制砂浆或混凝土5咬入保护混凝土4中的部分5a作为锚固件砂浆或混凝土5，并爬行到精制砂浆或混凝土5与防水层2之间的界面。

6. 发明专利

JP2009041282A Sheathing board-cum-finishing member 有权
标题翻译：洗面板 - 成品会员
公开(公告)号：JP2009041282A
公开(公告)日：2009-02-26
申请号：JP2007208343
申请日：2007-08-09
申请人： Doraafutaito Kogyo Kk , ドラーフタイト工業株式会社
发明人： KURASHIMA TADASHI
IPC分类号： E04B2/86
摘要： PROBLEM TO BE SOLVED: To provide serving a sheathing board-cum-a finishing member allowing a worker to carry out the work for constructing concrete rugged parts to be provided on a waterproofing layer on the rooftop of a building simultaneously with placing concrete to press the waterproofing layer and dispense with the work for arranging a joint material and the work for removing a form.
SOLUTION: The sheathing board-cum-the finishing member 1 is used to construct the concrete ragged parts provided on the waterproofing layer on the rooftop of building. The sheathing board-cum-the finishing member 1 is constituted by forming a main body 2 of the finishing member by an elastic raw material, providing a net member 3 on a surface of the main body 2 of the finishing member, and forming a resin mortar layer 4 on at least a part exposed from the concrete on the surface provided with the net member 3 of the main body 2 of the finishing member.
COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：为了提供一种护套板和整理构件，允许工人在建筑物的屋顶上的防水层上进行用于构造混凝土粗糙部件的工作，同时放置混凝土按压防水层，省去布置接合材料的工作和去除工作。
解决方案：护套板和精加工件1用于构造设在建筑物屋顶上的防水层上的混凝土粗糙部分。护套板和精加工构件1通过用弹性原料形成精加工构件的主体2构成，在精加工构件的主体2的表面上设置网构件3，并且形成树脂砂浆层4在至少一部分暴露于混凝土的表面上，该表面设置有整理构件的主体2的网构件3。版权所有（C）2009，JPO＆INPIT

7. 发明专利

JP2006009460A Joint material 审中-公开
标题翻译：联合材料
公开(公告)号：JP2006009460A
公开(公告)日：2006-01-12
申请号：JP2004189731
申请日：2004-06-28
申请人： Doraafutaito Kogyo Kk , ドラーフタイト工業株式会社
发明人： KURASHIMA TADASHI
IPC分类号： E04F15/14 , E01C11/10
摘要： PROBLEM TO BE SOLVED: To obtain a joint material having a small resistance against a concrete expansion pressure of a joint seat and capable of certainly absorbing the expansion of the concrete.
SOLUTION: In a joint material having a narrow erected structure of a planar joint main body 2, formed of an elastic material on a wide joint seat 1 formed of an elastic material, by providing a compression resistance decreasing part 7 reducing the compression resistance of the joint seat 1, at a part of the joint seat 1, the joint seat 1 forming an initial resistance position of the compression pressure of the concrete absorbs the expansion of the concrete by constriction due to the material quality when the compression pressure acts on the longitudinal both faces of the joint material, and further, the expansion of the concrete is absorbed at the compression resistance decreasing part 7 provided at a part of the joint seat 1.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：获得对接头座的混凝土膨胀压力具有较小阻力的接头材料，并且能够确实地吸收混凝土的膨胀。解决方案：在由弹性材料形成的宽关节座1上由弹性材料形成的平面接头主体2的扁平结构的接头材料中，通过提供压缩阻力降低部7来减小压缩关节座1的阻力在接合座1的一部分处，形成混凝土的压缩压力的初始阻力位置的接头座1由于当压缩作用时的材料质量受到收缩而吸收混凝土的膨胀在接头材料的纵向两个面上，此外，混凝土的膨胀在设置在接头座1的一部分的抗压降降部7处被吸收。版权所有（C）2006，JPO＆NCIPI

8. 发明专利

JP2009034010A Dovecote 审中-公开
标题翻译：鸽舍
公开(公告)号：JP2009034010A
公开(公告)日：2009-02-19
申请号：JP2007199384
申请日：2007-07-31
申请人： Doraafutaito Kogyo Kk , Eifs Japan株式会社 , Eifs Japan Kk , Iso Sekkei Kk , Iso設計株式会社 , ドラーフタイト工業株式会社
发明人： KURASHIMA TADASHI , OTA MASAYUKI
IPC分类号： A01K31/24
摘要： PROBLEM TO BE SOLVED: To obtain a dovecote that can be light weighted and the construction work of which can be easily carried out in situ. SOLUTION: The dovecote has a constitution that the dovecote 1 is installed on a rooftop slab 2 so as to cover an open hole 3 opened through the rooftop slab 2 and rainproofs the part of the open hole 3. A dovecote body 4 arranged on the rooftop slab 2 is made of a synthetic resin foamed material and a resin mortar layer 18 is laminated through a net material 17 to the surface of the dovecote body 4 made of the synthetic resin foamed material. COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：获得可轻量化的建筑工程，可以轻松地进行施工作业。解决方案：鸽子具有将鸽子1安装在屋顶板2上的构造，以覆盖通过屋顶板2打开的露出孔3，并且防止露出孔3的一部分。安装在其上的鸽子体4 屋顶板2由合成树脂发泡材料制成，树脂砂浆层18通过网状材料17层叠到由合成树脂发泡材料制成的鸽子体4的表面。版权所有（C）2009，JPO＆INPIT

9. 发明专利

JP2006161410A Cooling structure of building 审中-公开
标题翻译：冷却建筑结构
公开(公告)号：JP2006161410A
公开(公告)日：2006-06-22
申请号：JP2004354396
申请日：2004-12-07
申请人： Doraafutaito Kogyo Kk , ドラーフタイト工業株式会社
发明人： KURASHIMA TADASHI , MATSUOKA FUMIO , NAKAYAMA TSUNEO
IPC分类号： E04B1/74 , E04D13/00 , E04D13/18
摘要： PROBLEM TO BE SOLVED: To obtain a cooling structure of a building capable of being easily constructed and being also carried out to the existing building as well as the new building.
SOLUTION: In the cooling structure of the building constructed on an outdoor slab 1 of the building, a porous water retentive material 4 is laid on the slab through a strut 3, a water storage toilet 8 storing rain water or the like is placed between the slab 1 and the porous water retentive material 4 to hold an opening edge section of the water storage toilet 8 between the porous water retentive material 4 and the strut 3 to fix it, and a water absorbing member 11 by absorbing water in the water storage toilet 8 to supply the water to the porous water retentive material 4 is provided between the porous water retentive material 4 and the water storage toilet 8.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：获得能够容易地构造并且还对现有建筑物以及新建筑物进行的建筑物的冷却结构。解决方案：在建筑物的室外板1上建造的建筑物的冷却结构中，通过支柱3将多孔保水材料4放置在板坯上，储存雨水等的储水马桶8 放置在板坯1和多孔保水材料4之间，以将储水马桶8的开口边缘部分保持在多孔保水材料4和支柱3之间以固定，并且吸水部件11通过吸收水分在多孔保水材料4和储水马桶8之间设置有用于向多孔保水材料4供水的储水马桶8。（C）2006，JPO＆NCIPI

10. 发明专利

JP2005113599A Cutoff weir member 有权
标题翻译： CUTOFF WEIR会员
公开(公告)号：JP2005113599A
公开(公告)日：2005-04-28
申请号：JP2003351546
申请日：2003-10-10
申请人： Doraafutaito Kogyo Kk , Taisei Corp , ドラーフタイト工業株式会社 , 大成建設株式会社
发明人： NARUI TAIRA , MATSUDA KOJI , INOUE NORIYUKI , KURASHIMA TADASHI , MORIYAMA TSUNEO
IPC分类号： E04G21/28
摘要： PROBLEM TO BE SOLVED: To provide a cutoff weir member for obtaining a cutoff weir having high stability by easily temporarily providing and removing the cutoff weir in a part preventing leakage of rainwater in an opening part or the like formed on a concrete slab. SOLUTION: The cutoff weir member 1 for temporarily providing the cutoff weir 7 on the concrete slab 5 comprises a cutoff member 2 having imperviousness, a packing 3 provided on the lower face of the cutoff member 2 and interposed between the cutoff member 2 and a slab surface, and a fixture 4 driven into the concrete slab 5 and fixing the cutoff member 2 on the slab surface. The cutoff weir member 1 arranges the cutoff material 2 on the concrete slab of a part preventing leakage of rainwater so as to contact the packing 3 on the slab surface, drives the fixture 4 into the concrete slab 5, and fixes the cutoff member 2 on the slab surface so as to compress the packing 3 between the cutoff member 2 and the slab surface. COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：提供一种用于获得具有高稳定性的截止堰的截止堰构件，其容易地暂时提供和移除截止堰，部分防止形成在混凝土板上的开口部分等中的雨水泄漏。解决方案：用于在混凝土板5上临时设置截止堰7的截止堰构件1包括具有不透水性的截止构件2，设置在切断构件2的下表面上并且设置在切断构件2之间的填料3 和板坯表面，以及驱动到混凝土板5中的固定件4，并将切断构件2固定在板坯表面上。截止堰构件1将切断材料2配置在防止雨水渗漏的部件的混凝土板上，与板坯表面上的填料3接触，将夹具4驱动到混凝土板5中，并将切断构件2固定在板坯表面，以便压缩切断构件2和板坯表面之间的填料3。版权所有（C）2005，JPO＆NCIPI

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