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1. 发明专利

JPH03140514A GROUND FLOATING ON WATER IN ULTRA CALMNESS 失效
公开(公告)号：JPH03140514A
公开(公告)日：1991-06-14
申请号：JP27710489
申请日：1989-10-26
申请人： TAKENAKA KOMUTEN CO , TAKENAKA DOBOKU
发明人： KAWARADA MINORU , TSUYOSHI SHUICHI , NISHINAKAGAWA TAKESHI , KAWARABAYASHI HIDEAKI , KAKIZAWA TADAHIRO , MOCHIDA TETSUO
IPC分类号： E02B3/18 , B63B35/44 , E02B1/00 , E04H1/00
摘要： PURPOSE:To make ground improvement unnecessary and to make the ground free from influence of the wind and waves by setting a large-sized floating body having a buoyancy-giving space afloat in a water area surrounded with revetments, and by shielding the inside space from the outside air with a cover that is provided to cover the water area. CONSTITUTION:A specified water area 1 in the sea, a lake or a river is surrounded with revetments 11 and 12 and to the water area surrounded with the revetments 11 and 12, a large-sized floating body 15A having a buoyancy- giving space is set afloat. Then the water area on which the large-sized floating body 15A floats is covered with a covering body made of a membrane structure body 17 or the like, and its peripheral edge is fastened to the revetments 11 and 12. An inside space surrounded with the revetments 11 and 12 and covered with the covering body is shielded from the outside air with covering body, and thereby a floating ground 15 on the water is made of the large-sized floating body 15A. The air pressure inside the membrane body 17a is made higher by a specified value of at least 0.1mb or more than the outside air pressure.

2. 发明专利

JPH03139492A LARGE SIZE FLOATING BODY CAPABLE OF TURNING MOVEMENT AND SOFT LANDING ON WATER BOTTOM 失效
公开(公告)号：JPH03139492A
公开(公告)日：1991-06-13
申请号：JP27710289
申请日：1989-10-26
申请人： TAKENAKA KOMUTEN CO , TAKENAKA DOBOKU
发明人： KAWARADA MINORU , TSUYOSHI SHUICHI , NISHINAKAGAWA TAKESHI , KAWARABAYASHI HIDEAKI , KAKIZAWA TADAHIRO , MOCHIDA TETSUO
IPC分类号： B63B35/44 , B63B35/53
摘要： PURPOSE:To prevent the action of strong influential external force on a mooring mechanism, etc., without requiring power to turn a floating body by putting the floating body in a turning movement by means of influential external forces, and controlling buoyancy by a control device when required to softland the bottom of the floating body on the water bottom. CONSTITUTION:When wind, wave, flow, etc., of normal intensity act on a large size floating body 10, the floating body is turned centered at a mooring body 4 so that the large size floating body is kept in suspension and resistance to a resultant force of wind force, wave power, force of water flow acting on the floating body, namely an influential external force is minimized, and the floating body is then stopped at a position where the resistance is reduced to a minimum. Further, when the influential external force acting on the large size floating body 10 by storm, etc., is strong, a buoyancy control device is operated to supply water to a sealed chamber 11B of a buoyancy adding body 11 using a control means, etc., and to open an opening/closing valve provided to the sealed chamber 11B to introduce water to the sealed chamber 11B, and to reduce buoyancy of the buoyancy adding body 11 to softland the bottom face 11a of the buoyancy adding body 11 on the upper face of a basement 3 or the upper face of a ridge 2 of the water bottom 1.

3. 发明专利

JPH0219611A AIR FEED PIPE FOR COMPRESSED AIR STORAGE TANK 失效
公开(公告)号：JPH0219611A
公开(公告)日：1990-01-23
申请号：JP16809288
申请日：1988-07-06
申请人： TAKENAKA KOMUTEN CO , TAKENAKA DOBOKU
发明人： ISHISE TOSHIAKI , NISHINAKAGAWA TAKESHI , MOCHIDA TETSUO , KAWARABAYASHI HIDEAKI , KAKIZAWA TADAHIRO
IPC分类号： F02C6/16 , F17C13/02 , F17D5/04 , H02J15/00
摘要： PURPOSE:To improve safety by forming an air feed pipe for a compressed air storage tank into a double-walled construction consisting of an inner pipe and an outer pipe. CONSTITUTION:An air feed pipe for feeding air into a compressed air storage tank 12 consists of an inner pipe 16 and an outer pipe 18 of a construction enclosing the inner pipe 16. Internal pressure in the outer pipe 18 is controlled to a value between atmospheric pressure and the pressure in the compressed air storage tank 12. When either the inner pipe 16 or the outer pipe 18 is damaged, compressed air does not immediately flow out outside the air feed pipe. Safety can thus be improved even when the air feed pipe fails.

4. 发明专利

JPH0219612A COMPRESSED AIR OPERATED POWER GENERATING DEVICE 失效
公开(公告)号：JPH0219612A
公开(公告)日：1990-01-23
申请号：JP16809388
申请日：1988-07-06
申请人： TAKENAKA KOMUTEN CO , TAKENAKA DOBOKU
发明人： ISHISE TOSHIAKI , NISHINAKAGAWA TAKESHI , MOCHIDA TETSUO , KAWARABAYASHI HIDEAKI , KAKIZAWA TADAHIRO
IPC分类号： F02C6/16 , F16L1/12 , F16L57/00 , H02J15/00
摘要： PURPOSE:To prevent damage of an air feed pipe by connecting the air feed pipe connected to a compressed air storage tank to a power generating said through parts allowing a relative displacement. CONSTITUTION:An air feed pipe 16 connected to a compressed air storage tank is connected to an air feed pipe 40 connected to a power generating device of a power generating ship with a connecting pipe 32. On both end parts of the connecting pipe 32, flexible parts 38 are formed, and displacement of the flexible parts 38 allows the air feed pipe 16 and the power generating ship to be relatively displaced. Even if the power generating ship is displaced, a damage of the air feed pipe can thus be prevented.

5. 发明专利

JPS60242219A FORMATION OF OFFSHORE SEABED MOUND 失效
公开(公告)号：JPS60242219A
公开(公告)日：1985-12-02
申请号：JP9619984
申请日：1984-05-14
申请人： TAKENAKA KOMUTEN CO , TAKENAKA DOBOKU
发明人： KANNO ATSUKI , TSUYOSHI SHIYUUICHI , NISHINAKAGAWA TAKESHI , HARA MAKOTO , MOCHIDA TETSUO , HISAKA TSUGIO , MIYAKI MUNEKAZU , KAWARADA MINORU , KAWARABAYASHI HIDEAKI
IPC分类号： E02D15/08 , E02D3/12 , E02D15/10 , E02D23/02 , E02D27/18 , E02D27/26 , E02D27/30 , E02D27/52
摘要： PURPOSE:To attain the reduction of cost and enhancement of stability by a method in which temporary materials for sheathing are set on the periphery of an area where a mound is to be formed, a soft soil banking is formed on the area surrounded by the temporary materials, and the soil of the banking and soft ground is improved. CONSTITUTION:Temporary materials 2 for sheathing, such as steel sheet piles, etc., are driven into the peripheral area of an area where the mound of soft seabed ground 1 is to be formed. Soft soil 4 taken from the peripheral area is charged into the area surrounded by the materials 2 to form a banking. The soft soil 4 and the subordinate ground 1 are improved by means of a mixing and injection device 7 hung down from a working ship 6 to form a mound 9 integrated with the improved ground 8. A superstructure 10 is settled on the mound 9.

6. 发明专利

JP2732135B2 失效
公开(公告)号：JP2732135B2
公开(公告)日：1998-03-25
申请号：JP27710489
申请日：1989-10-26
申请人： TAKENAKA KOMUTEN KK , TAKENAKA DOBOKU KK
发明人： KAWARADA MINORU , TSUYOSHI SHUICHI , NISHINAKAGAWA TAKESHI , KAWARABAYASHI HIDEAKI , KAKIZAWA TADAHIRO , MOCHIDA TETSUO
IPC分类号： E02B3/18 , B63B35/44 , E02B1/00 , E04H1/00

7. 发明专利

JP2009002101A Method and structure for joining precast-concrete construction beam-column 审中-公开
标题翻译：混凝土预应力混凝土结构梁柱的方法与结构
公开(公告)号：JP2009002101A
公开(公告)日：2009-01-08
申请号：JP2007166085
申请日：2007-06-25
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： KIMURA HIDEKI , MOCHIDA TETSUO , MIYAUCHI YASUMASA , OTA YOSHIHIRO , ISHIKAWA YUJI , TAKATSU HIROTO , OUSALEM HASSANE
IPC分类号： E04B1/58 , E04B1/22
摘要： PROBLEM TO BE SOLVED: To provide a method for joining a precast-concrete construction beam-column saving the labor of a junction system and simplifying the execution of works by making all of the introduction of a prestress by a clamping, a tension or the like useless in the case of a PCa beam-column and enabling the shortening of the term of works and the reduction of a cost.
SOLUTION: A steel material 3 having a flexibility is bent and inserted into a through-hole 4 formed so as to be penetrated to a column 1 from the external side face of one beam end section 2 and to reach to the external side face of the other beam end section 2 in an arrangement configuring a lap joint with a beam main reinforcement 5 and stretched at both ends of the through-hole 4. The inside of the through-hole 4 is filled with a grout material 6 having a high adhesion.
COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：提供一种连接预制混凝土结构梁柱的方法，节省了连接系统的人力，并且通过通过夹紧引起预应力的全部引入来简化作业的执行，张力在PCa梁柱的情况下无用，并且能够缩短工程期限和降低成本。解决方案：具有柔性的钢材3弯曲并插入到形成为从一个梁端部2的外侧面穿入柱1的通孔4中，并到达外侧另一个梁端部2的表面构成与梁主加强件5的搭接部并且在通孔4的两端处被拉伸的布置。通孔4的内部填充有具有高附着力。版权所有（C）2009，JPO＆INPIT

8. 发明专利

JP2006336237A Full precast unidirectional hollow concrete slab and hollow slab construction method using this hollow concrete slab 有权
标题翻译：完整的预制单向中空混凝土板和中空板施工方法使用这种中空混凝土
公开(公告)号：JP2006336237A
公开(公告)日：2006-12-14
申请号：JP2005159850
申请日：2005-05-31
申请人： Asahi Danke:Kk , Takenaka Komuten Co Ltd , 株式会社旭ダンケ , 株式会社竹中工務店
发明人： MOCHIDA TETSUO , NAKAYAMA NOBUO , ITO TOSHIAKI , YAMASHITA KATSUHISA
IPC分类号： E04B5/02 , E04B5/43
摘要： PROBLEM TO BE SOLVED: To provide a full precast unidirectional hollow concrete slab and a hollow slab construction method using this hollow concrete slab, capable of securing the ceiling height substantially equal to a general deck floor slab, without enlarging the story height of a building.
SOLUTION: A beam installing end part 14 of the full precast unidirectional hollow concrete slab 10 is constituted as a slid structure. A joint reinforcement 15 is projected by the required length from its end surface, and a shear cotter 17 is formed in the end surface part. A beam installing jaw 18 by a notch is formed in an end surface lower part of the beam installing end part 14, and is formed in an end part downward shape. The beam installing jaw 18 is placed on an upper surface of a beam 1, and the joint reinforcement 15 is joined to a joint reinforcement 15 of the concrete slab opposed on the beam 1 by welding or a mechanical joint 20. The beam and the slab are integrated by placing cast-in-place concrete 22 between end surfaces of the concrete slab opposed on the beam 1.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：为了提供一种完整的预制单向空心混凝土板和使用这种空心混凝土板的中空板坯施工方法，其能够将顶板高度确定为基本等于一般甲板楼板，而不会增加故障高度建筑。解决方案：整个预制单向空心混凝土板10的梁安装端部14构成滑动结构。接头加强件15从其端面突出所需长度，并且在端表面部分中形成剪切开口17。在梁安装端部14的端面下部形成有由切口形成的梁安装爪18，并且形成为端部向下的形状。梁安装爪18放置在梁1的上表面上，并且接头加强件15通过焊接或机械接头20接合到与梁1相对的混凝土板的接头加强件15上。梁和板通过将现浇混凝土22放置在与梁1相对的混凝土板的端面之间进行集成。版权所有（C）2007，JPO＆INPIT

9. 发明专利

JPH0427084A EARTHQUAKE RESISTING WALL OF REINFORCED CONCRETE CONSTRUCTION 失效
公开(公告)号：JPH0427084A
公开(公告)日：1992-01-30
申请号：JP13151690
申请日：1990-05-22
申请人： TAKENAKA KOMUTEN CO
发明人： MOCHIDA TETSUO , HIGASHIHATA YASUO
IPC分类号： E04H9/02
摘要： PURPOSE:To promote the performance of an earthquake resisting wall by fixing a joint section of a wallboard with an upper girder firmly, fixing a joint section of a wallboard with a lower girder so as to easily shear it, and fixing a joint section with the wallboard with a column so as to easily separate therefrom to make an amount of main bars as yield strength decision elements of the earthquake resisting wall. CONSTITUTION:In a joint section of an RC wallboard 1 with an upper girder 4, an upper edge of the wallboard 1 is partially buried into the concrete of the upper girder 4 and, at the same time, a wall longitudinal reinforcement 10 is deeply inserted into the upper girder 4 to anchor them firmly as a unit. Concrete of both columns 3 and foundation girders 9 is insulated by a method such as a construction joint, etc. In that insulation places 15, spaces 13 are formed around main bars 13 of the columns 3, and spaces 14 capable of horizontal movement of the columns 3 within the limits of the spaces 13 an anchoring positions to the foundation girders are formed. While, the foundation girders 9 are separated into two stages of up and down so that they are capable of sliding, and both ends of an upper stage foundation girder 9a are anchored to the right and left columns 3. According to the constitution, earthquake resisting performance can be promoted.

10. 发明专利

JPS59199484A Large-sized marine structure for storage 失效
标题翻译：大型海洋结构储存
公开(公告)号：JPS59199484A
公开(公告)日：1984-11-12
申请号：JP6987883
申请日：1983-04-20
申请人： Takenaka Komuten Co
发明人： KANNO ATSUKI , TSUYOSHI SHIYUUICHI , KAWARADA MINORU , ISHIGURO MITSUO , OGURO TAKU , NISHINAKAGAWA TAKESHI , MOCHIDA TETSUO
IPC分类号： E04H7/00 , B65D88/78 , B65D90/12 , E02D27/50 , E02D27/52 , E04H7/02

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