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1. 发明专利

JP2009228272A Demolition method for skyscraper 审中-公开
标题翻译： SKYSCRAPER的拆分方法
公开(公告)号：JP2009228272A
公开(公告)日：2009-10-08
申请号：JP2008073881
申请日：2008-03-21
申请人： Nishimatsu Constr Co Ltd , Toda Constr Co Ltd , 戸田建設株式会社 , 西松建設株式会社
发明人： KONDO MISAKA , HASEBE HIROYUKI , WADA TAKAKIYO , OGURI TOSHIO , BANDAI TOMOYA , HANDA MASATOSHI , MAMIZUKA KOJI , SUZUKI SHINYA
IPC分类号： E04G23/08
摘要： PROBLEM TO BE SOLVED: To provide a demolition method for a skyscraper, which dispenses with dust-proof operations, which prevents a waste material and a waste-material carrying-out means from being a hindrance to demolition work, and which enables the smooth advance of a series of processes from demolition to carrying-out.
SOLUTION: The skyscraper 1 is demolished up to lower stories by sequentially repeating the following steps: preparation steps of arranging a demolition machine 4 on the demolition target story 11 of the skyscraper 1, of providing an opening 11b by partially demolishing a floor 11a on the demolition target story 11, and of arranging a roll crusher 3 on a story 12 directly below the demolition target story 11, so as to position a charging port 31 of the roll crusher 3 near the opening 11b; and demolition steps of demolishing the demolition target story 11 by cutting it with the demolition machine 4, of charging the produced waste material into the charging port 31, of sorting the waste material, crushed by the roll crusher 3, into concrete and reinforcements, and of separately dropping and carrying out them.
COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：为了提供一种免除防尘操作的摩天大楼的拆除方法，其防止废料和废料运送装置妨碍拆卸工作，并且使得能够顺利推进一系列从拆迁到实施的过程。解决方案：摩天大楼1通过顺序重复以下步骤被拆除到较低的故事：将摩天大楼1的拆除目标故事11上的拆除机器4安排在步骤中，通过部分地拆除地板 11a，拆卸目标故事11的正下方的故事12上设置辊式破碎机3，将辊式破碎机3的充气口31配置在开口11b附近; 拆除拆除目标故事11的拆除步骤，通过拆除机器4将产生的废料装入充气口31，将由辊式破碎机3破碎的废料分类成混凝土和增强材料，以及分别放下并执行。版权所有（C）2010，JPO＆INPIT

2. 发明专利

JP2009228270A Method of demolishing super-highrise building 有权
标题翻译：分解超高层建筑的方法
公开(公告)号：JP2009228270A
公开(公告)日：2009-10-08
申请号：JP2008073866
申请日：2008-03-21
申请人： Nishimatsu Constr Co Ltd , Toda Constr Co Ltd , 戸田建設株式会社 , 西松建設株式会社
发明人： HANDA MASATOSHI , MAMIZUKA KOJI , SUZUKI SHINYA , KONDO MISAKA , SIKAKOMORI YASUYUKI , WADA TAKAKIYO , HARADA KOJI , BANDAI TOMOYA
IPC分类号： E04G23/08
摘要： PROBLEM TO BE SOLVED: To provide a method of demolishing a super-highrise building capable of demolishing the super-highrise building exceeding 60 m in a short period while utilizing such conventional merits that a large-sized heavy machine does not need to be used, the entire surface of the building does not need to be covered, and noise and dust are prevented from being produced.
SOLUTION: Masts are vertically installed around the super-highrise building. A mast retraction means is attached to each mast. A shielding body capable of guiding and lifting each mast and of carrying a demolished machine is so assembled as to surround the super-highrise building. The mast is extended upward in order by connecting the mast member to the mast with the mast retraction means. The shielding body is raised while carrying the demolished machine, and the super-highrise building is demolished in order from the uppermost story toward the lower stories. Each time the story to be demolished is moved downward, the shielding body is lowered in order and the periphery of the story to be remodeled is enclosed, and the mast member is removed from the mast by the mast retraction means for shortening the mast.
COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：提供一种能够在短时间内拆除超高层建筑超过60米的超高层建筑物的拆除方法，同时利用大型重型机器不需要的常规优点使用，建筑物的整个表面不需要被覆盖，并且防止产生噪声和灰尘。
解决方案：垂直安装在超高层建筑周围。桅杆缩回装置连接到每个桅杆上。能够引导和提升每个桅杆并携带被拆卸的机器的屏蔽体被组装成围绕超高层建筑物。桅杆通过桅杆缩回装置将桅杆构件连接到桅杆上依次向上延伸。在搬运拆装机器的同时，屏蔽体升高，超高层建筑从最上层的故事向下层拆除。每当要拆卸的故事向下移动时，屏蔽体按顺序降低，并且被改造的故事的周边被封闭，并且通过用于缩短桅杆的桅杆缩回装置将桅杆构件从桅杆上移除。版权所有（C）2010，JPO＆INPIT

3. 发明专利

JP2004237195A Adhesive applicator for tile 有权
标题翻译：胶粘剂应用者
公开(公告)号：JP2004237195A
公开(公告)日：2004-08-26
申请号：JP2003028252
申请日：2003-02-05
申请人： Nishimatsu Constr Co Ltd , 西松建設株式会社
发明人： WADA TAKAKIYO , ARAI MITSUOKI , KOBAYASHI TOSHIMITSU , IMAIZUMI KATSUYOSHI , AMANO KUNITAKE , OTSUKA TAKESHI
IPC分类号： E04F21/06 , B05C1/02 , B05C11/10
摘要： PROBLEM TO BE SOLVED: To provide an adhesive applicator for tile, capable of controlling the thickness of adhesive to be applied to a tile at site, and performing an adhesive application work in a space-favorable manner.
SOLUTION: The applicator comprises an adhesive storage container 20 having an adhesive feed port 22 opened in a lower portion thereof, an adhesive squeezing mechanism 30 to squeeze the adhesive in the container from the feed port 22, an adhesive feed roller 40 having an adhesive receiving groove 41 to receive the adhesive squeezed from the feed port 22 by the adhesive squeezing mechanism on an outer circumferential surface thereof, and a tile feed belt 60 to feed the loaded tile T with an adhesive application surface upside which is disposed below the roller, and further comprises an adhesive quantifying roller 50 which is abutted on an outer circumferential surface of the adhesive feed roller 40, and holds the adhesive in the adhesive receiving groove 41, and an adhesive peeling member 45 which peels the adhesive in the adhesive receiving groove 41 from a lower side of the adhesive feed roller 40 and applies the adhesive to an upper side of the tile T on the tile feed belt 60.
COPYRIGHT: (C)2004,JPO&NCIPI
摘要翻译：要解决的问题：提供一种用于瓦片的粘合剂涂布器，其能够控制现场施加到瓦片上的粘合剂的厚度，并且以空间有利的方式进行粘合剂施加工作。解决方案：涂布器包括粘合剂存储容器20，其具有在其下部开口的粘合剂进料口22，粘合剂挤压机构30，用于从进料口22挤压容器中的粘合剂，粘合剂进料辊40具有用于通过粘合挤压机构在其外圆周表面上接收从进料口22挤压的粘合剂的粘合剂接收槽41和瓦片供给带60，以将装载的瓦片T上方设置有粘合剂施加表面，并且还包括粘合剂定量辊50，该粘合剂定量辊50抵靠在粘合剂进料辊40的外周表面上，并将粘合剂保持在粘合剂容纳槽41中;以及粘合剂剥离部件45，其将粘合剂剥离在粘合剂接收凹槽41从粘合剂进给辊40的下侧施加，并将粘合剂施加到瓦片进给带60上的瓦T的上侧.C OPYRIGHT：（C）2004，JPO＆NCIPI

4. 发明专利

JP2009197550A Hopper and method for placing base isolation support concrete 审中-公开
标题翻译：用于配置基础隔离支撑混凝土的方法和方法
公开(公告)号：JP2009197550A
公开(公告)日：2009-09-03
申请号：JP2008043284
申请日：2008-02-25
申请人： Nishimatsu Constr Co Ltd , 西松建設株式会社
发明人： WADA TAKAKIYO , DOBASHI KUNIO
IPC分类号： E04H9/02 , E02D27/34
摘要： PROBLEM TO BE SOLVED: To provide a hopper for placing base isolation support concrete enabling a reduction in operation labor while preventing concrete from overflowing and a method for placing base isolation support concrete.
SOLUTION: This hopper 1 which has a flat bottom part 11 and which has a delivery port 12 formed in a part of the bottom part is installed on a base plate 2. The concrete 4 is poured into the hopper 1 for placement.
COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：提供一种用于放置基础隔离支撑混凝土的料斗，其能够减少操作劳动，同时防止混凝土溢出，以及放置基础隔离支撑混凝土的方法。解决方案：具有平底部11并且具有形成在底部的一部分中的输送口12的料斗1安装在基板2上。混凝土4被倒入料斗1中以进行放置。版权所有（C）2009，JPO＆INPIT

5. 发明专利

JP2005264509A Buried member, hollow slab using the same, and method of forming the hollow slab 有权
标题翻译： BURIED会员，使用它的中空鞋子以及形成中空鞋的方法
公开(公告)号：JP2005264509A
公开(公告)日：2005-09-29
申请号：JP2004076482
申请日：2004-03-17
申请人： Nishimatsu Constr Co Ltd , 西松建設株式会社
发明人： TAKAHASHI MAKOTO , ABE SHINICHI , WADA TAKAKIYO , IIZUKA SHINICHI
IPC分类号： E04B5/32 , E04B5/43
摘要： PROBLEM TO BE SOLVED: To provide a hollow slab forming method according to which a buried member is proof against buoyancy at the time of pouring concrete, and a concrete condition poured at a lower portion of the buried member is visible.
SOLUTION: The buried member 1 is for use in defining a hollow portion of the hollow slab, and consists of a metallic skeleton 2 which is three-dimensionally built by steel angles 3 and steel rods 4, and a metal lath 5 surrounding the metallic skeleton 2. The buried member 1 consisting of the metallic skeleton 2 and the metal lath 5 is shaped into a rectangular parallelepiped. After setting the buried member 1 formed into the rectangular parallelepiped and consisting of the metallic skeleton 2 and the metal lath 5, the concrete is poured. Specifically, first, the concrete is poured into side areas of the buried member 1 up to 1/3 a height of the same, and then poured into the side areas up to an upper edge of the buried member 1, followed by pouring the concrete up to a top end of the slab.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：提供一种中空板坯成型方法，根据该方法，埋入构件在浇注混凝土时防止浮力，并且可以看到倾倒在埋设构件的下部的混凝土状态。解决方案：掩埋构件1用于限定中空板的中空部分，并且由金属骨架2组成，金属骨架2由钢角3和钢棒4三维地构成，金属骨架2围绕金属骨架2.由金属骨架2和金属板条5组成的埋入构件1成形为长方体。将形成为长方体并由金属骨架2和金属板条5组成的埋入构件1设定好后，倒入混凝土。具体来说，首先，将混凝土倒入到埋藏部件1的侧面区域中，高达其1/3的高度，然后倒入侧面区域直到埋设构件1的上边缘，然后将混凝土直到板的顶端。版权所有（C）2005，JPO＆NCIPI

6. 发明专利

JP2006283529A Seismic reinforcing construction method and seismic reinforcing structure for existing structure 审中-公开
标题翻译：地震加固施工方法和现有结构的地震加固结构
公开(公告)号：JP2006283529A
公开(公告)日：2006-10-19
申请号：JP2005108799
申请日：2005-04-05
申请人： Materras Oume Kogyo Kk , Nishimatsu Constr Co Ltd , マテラス青梅工業株式会社 , 西松建設株式会社
发明人： MIYASHITA TAKESHI , IIZUKA SHINICHI , WADA TAKAKIYO , KOMORI HISAYUKI , TSURUTA TAKESHI , HIROSE MASAMI
IPC分类号： E04G23/02
摘要： PROBLEM TO BE SOLVED: To provide a seismic reinforcing construction method and a seismic reinforcing structure for an existing structure, wherein a fixative property with cast-in-place concrete is good, labor is saved on site, work period is shortened, a finishing precision is improved and concrete of good quality can be placed.
SOLUTION: The seismic strengthening construction method for the existing structure is characterized in that reinforcing bars 5a, 5b are attached to the outside of a column A or a beam B of the existing structure, placing forms 1, 2 of pre-cast concrete in a solid shape are placed at the outside thereof and concrete 9 is placed within the placing forms 1, 2 so as to install more number of columns or beams on the exterior side.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：为现有结构提供抗震加固施工方法和抗震加固结构，其中现浇混凝土的固定性好，现场人工节约，工期缩短，精加工精度提高，质量优良。解决方案：现有结构的抗震施工方法的特征在于，钢筋5a，5b附着在现有结构的柱A或梁B的外侧，放置预制件的形式1,2 将固体形状的混凝土放置在其外部，并将混凝土9放置在放置形式1,2内，以在外侧安装更多数量的柱或梁。版权所有（C）2007，JPO＆INPIT

7. 发明专利

JP2006233502A Tiling structure and tile 审中-公开
标题翻译：倾斜结构和地板
公开(公告)号：JP2006233502A
公开(公告)日：2006-09-07
申请号：JP2005047388
申请日：2005-02-23
申请人： Inax Corp , Nishimatsu Constr Co Ltd , 株式会社Inax , 西松建設株式会社
发明人： MINAMITANI HIDEAKI , OGASAWARA KAZUHIRO , WADA TAKAKIYO , YAMAGA MASAHIRO , OGAWA NORIO
IPC分类号： E04F13/14 , E04F13/21
摘要： PROBLEM TO BE SOLVED: To provide a tiling structure capable of preventing an adhesive from being stuck out of a joint gap when a tile consisting of a flush plane as the whole back of the tile is tiled with an adhesive.
SOLUTION: The back of the tile 10 is the flush plane over the whole. A recess part 12 is provided on the back side among wooden end faces 11 of the tile 10. When the tile 10 is tiled, although the adhesive 9 is put into the joint gap J between the wooden end faces 11 and 11, both recess parts 12 and 12 are provided on the back side of the joint gap, and the adhesive is accumulated in the recess parts 12 and 12 to prevent the adhesive from being stuck out of the front side of the tile.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：提供一种能够防止粘合剂从接合间隙中伸出的瓦楞结构，所述瓦楞结构由瓦片整体的冲洗平面构成的瓦片用粘合剂平铺。解决方案：瓦片10的背面是整体上的冲洗平面。在瓦10的木质端面11之间的后侧设置有凹部12.当瓦10被平铺时，尽管粘合剂9被放入木端面11和11之间的接合间隙J中，但是两个凹部 12和12设置在接缝间隙的后侧，并且粘合剂积聚在凹部12和12中，以防止粘合剂从瓷砖的前侧伸出。版权所有（C）2006，JPO＆NCIPI

8. 发明专利

JP2003064684A Planting method 有权
标题翻译：制作方法
公开(公告)号：JP2003064684A
公开(公告)日：2003-03-05
申请号：JP2001258106
申请日：2001-08-28
申请人： Nishimatsu Constr Co Ltd , 西松建設株式会社
发明人： WADA TAKAKIYO , HARADA HIROYUKI
IPC分类号： A01G1/00 , E02D17/20 , E02D29/02 , E04D13/08
CPC分类号： Y02A30/254 , Y02B80/32
摘要： PROBLEM TO BE SOLVED: To provide a planting method which enables the execution of work not only on a horizontal plane such as a roof floor of a building but also on a steep concrete surface such as a slope and a retaining wall, and can reduce necessary materials, the number of processes, a construction cost and a construction period.
SOLUTION: A protrusion fitting 2 is mounted on a construction surface 1 on which planting has to be carried out; a highly durable adhesive 3 is applied to a protrusion 2a of the protrusion fitting 2; a vegetation mat 5 is bonded to the protrusion fitting 2 by the adhesive 3 in a state in which the protrusion of 2a is inserted into the vegetation mat 5; and fixation to the protrusion fitting 2 makes the vegetation mat 5 stuck directly on the construction surface 1. After that, a void part of the vegetation mat 5 is filled with joint soil 6. Thus, the vegetation mat 5, which is filled with the joint soil 6, is constructed on the construction surface 1, and the planting using plants 4 of the vegetation mat 5 can be provided for the construction surface 1.
COPYRIGHT: (C)2003,JPO
摘要翻译：要解决的问题：提供一种种植方法，其不仅可以在诸如建筑物的屋顶地板的水平面上，而且在诸如斜坡和挡土墙的陡峭的混凝土表面上执行工作，并且可以减少必要材料，工艺数量，施工成本和施工期。解决方案：突出配件2安装在必须进行种植的施工表面1上; 将高度耐用的粘合剂3施加到突起配件2的突起2a; 在将2a的突起插入到植被垫5中的状态下，通过粘合剂3将植被垫5接合到突起配件2上; 并且固定到突起配件2使得植被垫5直接卡在施工表面1上。之后，植入垫5的空隙部分填充有接合土6.因此，填充有植被垫5的植被垫5 接合土6被构造在施工表面1上，并且可以为施工表面1提供使用植被垫5的植物4的种植。

9. 发明专利

JPH11217928A TILE STICKING TOOL 失效
公开(公告)号：JPH11217928A
公开(公告)日：1999-08-10
申请号：JP1977998
申请日：1998-01-30
申请人： NISHIMATSU CONSTR CO LTD
发明人： WADA TAKAKIYO , ARAI MITSUOKI , IMAIZUMI KATSUYOSHI
IPC分类号： E04F21/18
摘要： PROBLEM TO BE SOLVED: To provide a tile sticking tool capable of reducing the possibility of breaking or poor sticking of tiles when tiles are stuck with an organic adhesive. SOLUTION: A tile sticking tool 1 is used when a tile 10 is stuck on a bed 30 by using an organic adhesive 20. In this case, it comprises a main body part 2 having a grip part 4 held by a worker and a pressurizing means which is brought into contact with the surface of the tile 10 and applies a specified pressing force so as to compress the organic adhesive 20 in the condition that a specified amount of organic adhesive 20 is provided between the tile 10 and the bed 30.

10. 发明专利

JPH11153596A FIBER SHEET TESTING METHOD AND SHEAR TESTER FOR FIBER SHEET USING THE SAME 失效
公开(公告)号：JPH11153596A
公开(公告)日：1999-06-08
申请号：JP32126997
申请日：1997-11-21
申请人： NISHIMATSU CONSTR CO LTD
发明人： ARAI MITSUOKI , WADA TAKAKIYO , IMAIZUMI KATSUYOSHI
IPC分类号： G01N33/36 , G01N3/24
摘要： PROBLEM TO BE SOLVED: To prevent risk such that a fiber sheet low in quality as compared with a plan condition is used on the execution spot and to simply evaluate the capacity of a fiber sheet on the execution spot. SOLUTION: The shear strength of a fiber sheet is collated with the shear strength actually measured with respect to the fiber sheet by using a correlation table displaying the correlation between the shear strength, obtained by preliminarily measuring the shear strength of the fiber sheet at every wt. basis, and the wt. basis to judge the wt. basis of this fiber sheet. In a shear tester 10 used therein, the peripheral part of a shear strength fiber sheet 15 is fixed and a first fixing member 14 having a hole formed to the central part thereof and the inner and outer peripheral surfaces of the hole formed to the central part of the fixing member 14 are fitted in a freely slidable manner. The second fixing member 13 fixing the central part continued to the peripheral part of the fiber sheet 15, the pressure member 12 pressing at least one of the fixing members 14, 13 in a sliding direction and a measuring means 21 measuring the pressure force of the pressure member 12 are provided.

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