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1. 发明专利

JPH11324258A DEAERATION CYLINDER BUILT-IN TYPE CAR STOP FOR ROOF PARKING 失效
公开(公告)号：JPH11324258A
公开(公告)日：1999-11-26
申请号：JP15850298
申请日：1998-05-21
申请人： TAKENAKA KOMUTEN CO
发明人： MIYATA TAKASHI , TANAKA KEIICHI
IPC分类号： E04D13/16
摘要： PROBLEM TO BE SOLVED: To prevent the bulging of a waterproofing layer by installing a car stop, which has a hollow structure, in which an underside is opened, and to which a vent hole is formed, onto the floor face of a parking space while concealing the deaeration cylinder of the roof-floor waterproofing layer. SOLUTION: The car stop 6 is formed of a pair of stainless steel stays 8 consisting of an angle material fixed onto the floor face of the roof parking by hole-in anchors 7 and a box-shaped car stop body 10 made of steel fastened onto the stays 8 by bolts 9. The upper plate section 10a of the main body 10 is made of a checkered stainless steel plate, etc., so that a pedestrian is difficult to be slipped at that time. Front-rear side plate sections are made of a stainless plate and left-right side plate sections of a stainless punching metal. These side plates sections are unified by welding, and the box-shaped body 10, in which an underside is opened, is formed at that time. When moisture in concrete 1 is vaporized, moisture escapes into atmospheric air through the deaeration cylinder built-in car stop C from a deaeration cylinder B. Accordingly, the car stop C is arranged so as not to be a hindrance to a car and a pedestrian, and the bulging of a waterproofing layer can be prevented.

2. 发明专利

JP2009007796A Walkway on folded plate roof 审中-公开
标题翻译： WALKWAY折叠板屋顶
公开(公告)号：JP2009007796A
公开(公告)日：2009-01-15
申请号：JP2007168788
申请日：2007-06-27
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： NAKASU TSUKASA , MIYATA TAKASHI , KANEKO TOYOZO
IPC分类号： E04G3/22 , E04G5/04
摘要： PROBLEM TO BE SOLVED: To provide a walkway which is formed of existing temporary scaffold boards and fittings, and can be easily set on the folded plate roof in longitudinal and transverse directions by making use of roof connection bolts used for construction of the folded plate roof.
SOLUTION: In construction of the walkway, a bearing member 5 is erected astride at least two mutually adjacent ridges of the folded plate roof, and both ends of the bearing member 5 are fixed to the roof by making use of the roof connection bolts 4A or 4B used for construction of the folded plate roof. Then a walkway member 7 is erected on the bearing member 5 in the same direction as that of a folding line of the folded plate 3. Further both ends 8a of a fixing band 8 retaining an upper surface of the walkway member 7 in a transverse direction are connected to the bearing member 5 by bolts 9.
COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：提供由现有的临时脚手架板和配件形成的走道，并且可以通过使用用于构造的屋顶连接螺栓容易地在纵向和横向上设置在折叠板屋顶上折叠板屋顶。解决方案：在人行道的构造中，轴承构件5跨越折叠板屋顶的至少两个彼此相邻的脊部而竖立，并且通过利用屋顶连接件将轴承构件5的两端固定到屋顶用于构造折叠板屋顶的螺栓4A或4B。然后，沿与折叠板3的折线相同的方向在轴承构件5上竖立走道构件7.另外，固定带8的两端部8a沿横向保持通道构件7的上表面通过螺栓9连接到轴承部件5.版权所有（C）2009，JPO＆INPIT

3. 发明专利

JP2006169913A Construction method of drainage ditch or wiring/piping pit or the like 审中-公开
标题翻译：排水沟或排水沟或其他类似设施的施工方法
公开(公告)号：JP2006169913A
公开(公告)日：2006-06-29
申请号：JP2004367533
申请日：2004-12-20
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： OBANA ICHIRO , KANEKO TOYOZO , MIYATA TAKASHI
IPC分类号： E04B5/43
摘要： PROBLEM TO BE SOLVED: To provide a construction method eliminating assembling and disassembling work of a form, by using a precast concrete block for a wall of a groove or a pit as substitution of the form.
SOLUTION: The precast concrete block as substitution of the form is arranged on a concrete slab in arrangement of continuing in a plurality so as to form the wall of the groove or the pit. A filler such as concrete mortar is filled in an inside bottom surface surrounded by the precast concrete block. A floor is formed by placing cinder concrete up to the predetermined height on the outside of the precast concrete block.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：为了提供一种消除组合和拆卸形式的工作的构造方法，通过使用用于凹槽或凹坑的壁的预制混凝土块作为形式的替代。解决方案：作为形式的替代的预制混凝土块被布置在混凝土板上，并排连续地连续地形成槽或坑的壁。填料如混凝土砂浆填充在由预制混凝土块包围的内底面内。通过在预制混凝土块的外侧放置高达预定高度的煤渣混凝土块来形成地板。版权所有（C）2006，JPO＆NCIPI

4. 发明专利

JP2000160558A EARTH RETAINING WALL MONITORING SYSTEM 失效
公开(公告)号：JP2000160558A
公开(公告)日：2000-06-13
申请号：JP34313698
申请日：1998-12-02
申请人： TAKENAKA KOMUTEN CO
发明人： SUGA HIROSHI , MIYATA TAKASHI , KIKUICHI DAISUKE
IPC分类号： E02D17/04 , E02D17/20
摘要： PROBLEM TO BE SOLVED: To enable speedy recognition of generation of emergency condition on a work site when it occurs by providing an alarming device mounted in the vicinity of a sensor, which outputs an alarm when the measurement value of the sensor detecting data of working force to a retaining wall exceeds a specified value, and an analyzing device which records the value and analyzes the same. SOLUTION: In a cutting part 1 under the way of excavation, for example, an earth wall 2 is supported with an earth anchor 3 serving as an earth retaining member, and an axial meter 5A (one example of a sensor 5) which detects the axial force of the anchor 3 (one example of data relating to the working force applied to the wall 2) is attached to the anchor 3. This earth retaining wall monitoring system 6 monitors the wall 2 based on a measured value V of the meter 5a, and when the value V exceeds a specified value that means generation of emergency condition, an alarm device 6 placed in the vicinity of the meter 5A outputs an alarm. An analyzing device installed in a work site office building 9 records and analyzes data (measured value V of the meter 5A) from the device 7.

5. 发明专利

JP2006070664A Waterproofing method 审中-公开
标题翻译：防水方法
公开(公告)号：JP2006070664A
公开(公告)日：2006-03-16
申请号：JP2004258737
申请日：2004-09-06
申请人： E & A Kikaku:Kk , Takenaka Komuten Co Ltd , 有限会社E&A企画 , 株式会社竹中工務店
发明人： MIYATA TAKASHI , NAKASU TSUKASA , MORI KUNIMITSU , TSUTSUMI KENJI
IPC分类号： E04F15/12
摘要： PROBLEM TO BE SOLVED: To provide a waterproofing method capable of preventing any occurrence of unevenness on a waterproofing sheet having moisture permeability even though there is a slight unevenness on a concrete or mortar surface when giving waterproofing treatment to the concrete or mortar surface of a slab of building by using the waterproofing sheet having moisture permeability without giving any harmful influence upon working or surrounding environment due to the evaporation of organic solvents, as well as reducing the load of the building applied to its structural body and permitting persons to walk on the slab.
SOLUTION: Resin mortar 4 is coated to a concrete surface S of the roof slab; a waterproofing sheet layer A having moisture permeability laminated with a partial adhesion or deposition of unwoven cloths 2a, 2b on both obverse and reverse surfaces of a macromolecular membrane 1 is laid on the resin mortar layer; and then a cement-based protecting material 5 is coated to the top of the waterproofing sheet layer A having moisture permeability.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：提供一种防水方法，即使在对混凝土或砂浆表面进行防水处理时，即使在混凝土或砂浆表面上存在轻微的不均匀性，也能够防止在具有透湿性的防水片上发生不均匀性通过使用具有透湿性的防水片，由于有机溶剂的蒸发而对工作或周围环境没有任何有害影响，并且减少施加到其结构体上的建筑物的载荷并允许人们行走在板上。解决方案：将树脂砂浆4涂覆到屋顶板的混凝土表面S; 在树脂砂浆层上铺设防水层A，其在高分子膜1的正面和反面上层压有部分粘合或无纺布2a，2b的沉积层压; 然后将水泥基保护材料5涂覆到具有透湿性的防水片层A的顶部。版权所有（C）2006，JPO＆NCIPI

6. 发明专利

JP2005201009A Earth retaining wall structure 有权
标题翻译：地球保持墙结构
公开(公告)号：JP2005201009A
公开(公告)日：2005-07-28
申请号：JP2004010583
申请日：2004-01-19
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： MIYATA TAKASHI , NAKASU TSUKASA , MIURA HIROYUKI , IWAHASHI TSUKASA
IPC分类号： E02D17/04 , E02D5/02
摘要： PROBLEM TO BE SOLVED: To provide an earth retaining wall structure wherein excavation area is reduced to the utmost and both labor and time for excavation work and horizontal member disassembling work on the excavation side are reduced.
SOLUTION: In the earth retaining wall structure, an earth retaining wall 1 constituted of a plurality of horizontal laggings 3 and soldier beams 2 laid along an earth retaining face F is supported by a horizontal member 4 disposed horizontally between the soldier beams 2 and an anchor member 5 disposed between the horizontal member 4 and the ground side soil to resist against earth pressure. The horizontal member 4 is overlapped in thickness direction of the soldier beams 2 as viewed from the direction along the earth retaining face F and is secured to the soldier beams 2.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：为了提供挖掘区域最小化并且挖掘作业的劳动和时间以及挖掘侧的水平构件拆卸作业减少的挡土墙结构。解决方案：在挡土墙结构中，沿着地面保持面F放置的多个水平分层3和士兵梁2构成的挡土墙1由水平构件4支撑，水平构件4水平地设置在战士梁2 以及锚定构件5，其设置在水平构件4和接地侧土壤之间以抵抗土压力。从沿着挡土面F的方向观察时，水平构件4的厚度方向与士兵梁2的厚度方向重叠，并且固定在士兵梁2上。（C）2005，JPO＆NCIPI

7. 发明专利

JPS615114A GROUND IMPROVEMENT WORK FOR PREVENTING LIQUEFACTION 失效
公开(公告)号：JPS615114A
公开(公告)日：1986-01-10
申请号：JP12826584
申请日：1984-06-20
申请人： TAKENAKA KOMUTEN CO
发明人： UBA TETSUO , YAMAMOTO MITSUO , MIYATA TAKASHI , TOMONAGA TAKASHI , IWATO KIMITOKU , KAKITA EISAKU , SUZUKI YOSHIO , SUGIMOTO MICHIO , HATANAKA MUNENORI , TATSUMI YASUYOSHI
IPC分类号： E02D3/12
摘要： PURPOSE:To prevent the liquefaction of the ground by a method in which a treating machine with a stirring blade is penetrated into and drawn out of the ground while being turned, a solidifying chemical grout is injected through the treating machine to solidify the ground in a form of lattice, band, etc. CONSTITUTION:The stirring blade Pa of a deep layer mixing and treating machine P is penetrated into and drawn out of the ground 1 to be liquefied while being turned. During the penetrating period, a solidifying chemical grout is supplied and discharged in the neighborhood of the blade Pa with stirring to form improved ground 2, e.g., solidified latticed wall, banded wall, etc. A superstructure 3 is constructed on the improved ground 2.

8. 发明专利

JPS57143009A METHOD FOR LOAD TEST IN DEEP PIER HOLE TESTING METHOD FOR LOAD APPLIED AT INSIDE EXCAVATION HOLE 失效
公开(公告)号：JPS57143009A
公开(公告)日：1982-09-04
申请号：JP2899381
申请日：1981-02-27
申请人： TAKENAKA KOMUTEN CO
发明人： KAKURAI MASAAKI , YAMASHITA KIYOSHI , KOJIMA MASAAKI , MIYATA TAKASHI
IPC分类号： E02D1/02
摘要： PURPOSE:To obtain large reaction force against a measuring device and to perform an easy and safe measurement of bearing power, by a method wherein the reaction bracket of a reaction holding frame is pressed in the slope surface of the belling out pant in a deep pier hole, and a waling strip is installed on the reaction holding frame. CONSTITUTION:A deep pier hole is excavated in an underground part 1. The upper part of the deep pier hole 2 is formed in a column, and the lower part is made to belling out 4 having a spreading slope surface 3. A reaction holding frame 6 made of steel material is then formed in the excavated hole 2. A cross- shaped reaction beam 7 is placed on the reaction holding frame 6, sloving members 8 are located on the reaction beam 7, and woling strips 9 reinforce the shorings 8. A bracket 10 is placed to each end part of the reaction beam 7. A bearing power measuring device 14 is then installed between the center of a bottom 5 of the hole 2 and the beam 7, the frame 6 is pushed upward through expansion of a jack 16, and the reaction force of the jack 16 is measured on a land to measure the bearing power of the hole 2. A pressing pressure A to the surface 3 of the bracket 10 is supported by the shoring members 8.

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