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1. 发明专利

JP2013238033A Emergency evacuation facility using large-size steel pipe 有权
标题翻译：使用大型钢管的紧急撤离设施
公开(公告)号：JP2013238033A
公开(公告)日：2013-11-28
申请号：JP2012111438
申请日：2012-05-15
申请人： Yokogawa Sumikin Bridge Corp , 株式会社横河住金ブリッジ , Nippon Steel & Sumitomo Metal , 新日鐵住金株式会社 , Ohbayashi Corp , 株式会社大林組 , Kobe Steel Ltd , 株式会社神戸製鋼所
发明人： TAKEUCHI DAISUKE , YUGAWA MASAYUKI , IMAI MAKOTO , KITAMURA TAKUYA , INAGAKI HIROSHI , NAKAMURA YASUSHI , SUNOHARA YUTAKA
IPC分类号： E04H9/14
CPC分类号： Y02A10/39
摘要： PROBLEM TO BE SOLVED: To provide a simply structured emergency evacuation facility, which is easily installed without the need for a wide installation space, reduces a risk of breakage of connections due to tsunami and the like and decreases water flow pressure, reduces flooding into an evacuation space and can ensure a space part enabling persons to breathe even on the occurrence of submersion in the space part, can ensure survival of evacuees even when the facility is entirely submerged, and suitable for emergency evacuation in order to temporarily escape flood disaster such as tsunami and flooding.SOLUTION: A tower-shaped emergency evacuation facility 1 constituted of a large-size steel pipe 2 having an inner diameter of 2.5 m and a length of 16 m is erected above a foundation steel pipe 8 constituted of a rotary penetration steel pipe pile having a setting depth of 12 m buried into the ground, via a foundation part 9. An upper room 4 provided in the pipe and a spiral staircase part 5 below the upper room are evacuation spaces 3 of evacuees. An air-tight hatch 10 is provided in a doorway, and the evacuation spaces 3 inside the pipe are air-tight sealed spaces.
摘要翻译：要解决的问题：为了提供一种简单结构的紧急疏散设施，其易于安装而不需要宽的安装空间，降低了由于海啸等导致的连接断裂的风险，并且减少了水流压力，减少了淹水疏散空间，即使在空间部分淹没的情况下也能确保人员呼吸的空间部分，即使设备完全淹没，也可以确保撤离人员的生存，并适合紧急疏散以暂时逃避洪水灾害，例如海啸和淹水。解决方案：将由内径为2.5米，长度为16米的大型钢管2构成的塔形应急排泄装置1竖立在由旋转穿透钢构成的基础钢管8上方通过基础部分9埋设在地面中的深度为12m的管桩。设置在管道中的上部房间4和螺旋形阶梯部分上层房间5间是撤离人员的疏散空间3。在门口设有气密的舱口10，管内的排气空间3是气密密封的空间。

2. 发明专利

JP2006161364A Bank breakage protecting structure, bank breakage protecting sheet, and method of laying the same 审中-公开
标题翻译：银行破产保护结构，银行破产保护板及其相同方法
公开(公告)号：JP2006161364A
公开(公告)日：2006-06-22
申请号：JP2004352996
申请日：2004-12-06
申请人： C I Kasei Co Ltd , Ohbayashi Corp , シーアイ化成株式会社 , 株式会社大林組
发明人： KATO SHOZO , KURIMOTO TAKU , NAKAMURA YASUSHI , SHINO KOJI , WATABE NAOTO , HARADA TAKASHI
IPC分类号： E02B3/04
摘要： PROBLEM TO BE SOLVED: To provide a bank breakage protecting structure which dispenses with provision of materials such as soil, and can prevent erosion of a back slope by an overflow quickly, positively, and by performing simple work, and to provide a bank breakage protecting sheet and a method of laying the same. SOLUTION: The bank breakage protecting structure functions to prevent erosion of the back slope 7 by an overflow which flows over an upper surface 3 of a bank 1. To set up the bank breakage protecting structure, the bank failure protecting sheet 100 which is formed of a band-shaped double sheet having peripheral edge thereof hermetically sealed and having the interior thereof partitioned into a plurality of small chambers 23 in a mutually communicating manner, is arranged on the bank such that one longitudinal end is fixed to the upper surface 3 and that the other longitudinal end is extended along the back slope 7. Then the small chambers 23 of the bank failure protecting sheet 100 are filled with water. COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：提供一种不需要诸如土壤等材料的堤防断裂保护结构，能够快速，积极地通过快速，正确地，通过简单的作业来防止斜坡的侵蚀，并提供一种银行破损保护板及其铺设方法。解决方案：堤防断裂保护结构的功能是防止流过堤坝1的上表面3的溢流引起的后坡7的侵蚀。为了设置堤断裂保护结构，堤防破坏保护板100 由具有密封周边的带状双层片形成，其内部以相互连通的方式分隔成多个小室23，布置在堤岸上，使得一个纵向端部固定到上表面并且另一个纵向端部沿着后斜面7延伸。然后，堤防失效保护片材100的小室23被填充水。版权所有（C）2006，JPO＆NCIPI

3. 发明专利

JP2014237992A 可動式防波堤有权
标题翻译：可移动的破水
公开(公告)号：JP2014237992A
公开(公告)日：2014-12-18
申请号：JP2013122247
申请日：2013-06-10
申请人：三菱重工鉄構エンジニアリング株式会社 , Mitsubishi Heavy Industries Bridge & Steel Structures Engineering Co Ltd , 株式会社大林組 , Ohbayashi Corp , 東亜建設工業株式会社 , Toa Harbor Works Co Ltd , 新日鉄住金エンジニアリング株式会社 , Nippon Steel & Sumikin Engineering Co Ltd
发明人： KIHARA KAZUYOSHI , MAEKAWA TSUTOMU , NAKAMURA YASUSHI , INOUE HIROSHI , KIMURA HIROHIDE , SHINTANI YOSHIAKI
IPC分类号： E02B3/06
CPC分类号： Y02A10/15
摘要：【課題】可動式防波堤が有する可動部分の浮上動作の信頼性を向上させること。【解決手段】可動式防波堤は、外筒管11と、内部に供給される気体により浮力を発生する浮上管12とを有する。浮上管12の内部であって水面側には、機器室CRが設けられ、機器室CRよりも水底側には気体が供給される気室13が設けられる。機器室CR内からは、気室13に排気管60が接続される。排気管60には、気室13側から順に排気管60へ直列に、第1排気弁26と第2排気弁27とが接続される。第1排気弁26及び第2排気弁27の動作は、制御装置21が制御する。【選択図】図6
摘要翻译：要解决的问题：提高可移动防波堤包括的可移动部分的浮动动作的可靠性。解决方案：可移动防波堤包括外管管11和浮动管12，浮子由内部供应的气体产生。在浮动管12的水面上，设置有设备室CR，并且在比设备室CR更靠近水床的一侧设置有气体供应气体的气室13。从设备室CR的内部排出管道60与气室13连接。排气管60依次排列第一排气阀26和第二排气阀27与排气管60串联连接从气室13侧。第一排气阀26和第二排气门27的动作由控制装置21控制。

4. 发明专利

JP2001152470A CUT-OFF PANEL METHOD FOR LAST JOINT OF SUBMERGED CAISSON 失效
公开(公告)号：JP2001152470A
公开(公告)日：2001-06-05
申请号：JP34042299
申请日：1999-11-30
申请人： OHBAYASHI CORP
发明人： HAMACHI KATSUYA , MORIYAMA MAKOTO , NAKAMURA YASUSHI
IPC分类号： E02D23/00 , E02D23/02 , E02D25/00 , E02D29/073
摘要： PROBLEM TO BE SOLVED: To provide a cut-off panel method for the last joint of a submerged caisson capable of promoting working efficiency and reducing the load imposed on a diver by a device of light-weight design of a cut-off panel and compact design of an installation method. SOLUTION: A bottom cut-off panel 10 is provided on the bottom of the last joint section of a submerged caisson 18, and in a cut-off panel method for cutting off water from the joint section by surrounding both side faces with side face cut-off panels 24 and the upper face with an upper face cut-off panel 26, cut-off panels 10, 24 and 26 are all constituted as floating body structure, they are respectively arranged at every part of the joint section, while keeping buoyancy in balance, and at the same time, the bottom cut-off panel 10 is provided directly below the installation position of the joint section by ballast weight in advance, and after the last submerged cassion is placed, it is floated by reducing the ballast weight to adhere it to the bottom of the last joint section.

5. 发明专利

JPS62148716A CONNECTING WORK FOR CONTINUOUS UNDERGROUND WALL 失效
公开(公告)号：JPS62148716A
公开(公告)日：1987-07-02
申请号：JP28934985
申请日：1985-12-24
申请人： OHBAYASHI CORP
发明人： NAKAMURA YASUSHI , SUZUKI TAKUMI
IPC分类号： E02D5/18
摘要： PURPOSE:To prevent the creeping of a concrete for forming a concrete structure into the connecting part of continuous underground walls by a method in which horizontal reinforcing bars projected from the end of a reinforcing bar cage are covered by a sheet, the cage is erected into an excavated trench, and a fluid is filled into the sheet. CONSTITUTION:Horizontal reinforcing bars 10a are projected from one end of a reinforcing bar cage 10, and a flexible sheet 10c is set to surround the bars 10a. Both ends of the sheet 10c are detachably attached to a connecting steel plate 10b. The cage 10 is erected in a preceding trench 1, and water 20 is injected into the space between the plate 10b and the sheet 10c. Concrete 40 is then placed into the trench 1, a following trench 2 is excavated, the sheet 10c is removed out, and a reinforcing bar cage is erected in the following trench. A continuous underground wall can thus be constructed without creeping of concrete 40 into the connecting part.

6. 发明专利

JPS61250221A UNDERGROUND CONTINUOUS WALL CONSTRUCTION WORK 失效
公开(公告)号：JPS61250221A
公开(公告)日：1986-11-07
申请号：JP9094985
申请日：1985-04-30
申请人： OHBAYASHI CORP
发明人： NAKAMURA YASUSHI , HIRAI MASAYA
IPC分类号： E02D5/20 , E02D5/18
摘要： PURPOSE:To shorten the period of construction by making the penetrating and drawing operations of a partition plate easier by providing a jack to press the side plate of a joint box to the wall of an excavated pit. CONSTITUTION:A reinforcing bar cage 14 having a joint box 12 on its side end is penetrated into an excavated preceding pit 10. A jack 20 is extended to press the side plate 12a of the box 12 on the wall face of the pit 10, and concrete is driven to the portion other than the box 12 to form a preceding wall 16. A following pit 22 is excavated, a partition plate 12c is drawn out, and another reinforcing bar cage 14 of the same structure is penetrated in such a way as to overlap the ends of the cages 14 in the box 12. Concrete is then driven to form a follow wall 24.

7. 发明专利

JPS61257529A UNDERGROUND CONTINUOUS WALL CONSTRUCTION WORK 失效
公开(公告)号：JPS61257529A
公开(公告)日：1986-11-15
申请号：JP9803685
申请日：1985-05-10
申请人： OHBAYASHI CORP
发明人： NAKAMURA YASUSHI , HIRAI MASAYA
IPC分类号： E02D5/20 , E02D5/18
摘要： PURPOSE:To facilitate drawing-out of partition plates before formation of succeeding walls by a method in which a connecting plate, a side plate, and a partition plate are interposed in the joints of continuous walls, and under a condition that concrete for preceding wall is in a semi-hardened state, the connecting plate and the side plate are drawn out. CONSTITUTION:A reinforcing bar cage 3 is set in a preceding excavated hole 1a, and a filler 12, e.g., crushed stones, etc., is packed between the outside end of a joint box 10 and the side end of the hole 1a. Under a condition that concrete for forming preceding wall is in a semi-hardened state, the connecting plate 10a and side plate 10b of the joint box 10 are drawn out, and a hole 1b for succeeding wall is excavated in the side of the filler 12. After the partition plate 10c is drawn out, a reinforcing bar cage for succeeding wall is inserted into the hole 1b by overlapping it with the cage 3, and concrete for following wall is placed. The removal of the partition wall can thus be made easier, and the continuous wall can be easily constructed.

8. 发明专利

JPS61179924A METHOD OF SINKING OPEN CAISSON 失效
公开(公告)号：JPS61179924A
公开(公告)日：1986-08-12
申请号：JP1661485
申请日：1985-02-01
申请人： OHBAYASHI CORP
发明人： NAKAMURA YASUSHI
IPC分类号： E02D23/08
摘要： PURPOSE:To cause a caisson to reliably sunk, by a method wherein a continuous trench is formed as boulders are excavated and removed by using a stabilizer in a ground, and after a stabilizer is solidified, a ground in the caisson and a solidified part below the cutting edge of the caisson are excavated. CONSTITUTION:A continuous trench 4, having width equivalent to a thickness A of a cutting edge part 3 of a caisson, is excavated in a ground 1 as the trench is filled with a stabilizer 5. After the stabilizer 5 in the continuous trench 4 is solidified, the lower part of the cutting edge e part 3 is installed on the inner side part of a solidified part 9 to cut therethrough. A ground within a caisson 2 and the inner side part of the solidified part 9 below the cutting edge part 3 are excavated and discharged to sink the caisson 2 under gravity.

9. 发明专利

JPS61257530A UNDERGROUND CONTINUOUS WALL CONSTRUCTION WALL 失效
公开(公告)号：JPS61257530A
公开(公告)日：1986-11-15
申请号：JP9803785
申请日：1985-05-10
申请人： OHBAYASHI CORP
发明人： NAKAMURA YASUSHI , HIRAI MASAYA
IPC分类号： E02D5/20 , E02D5/18
摘要： PURPOSE:To make easier the removal of partition plates before formation of following wall by a method in which joint plates wit connectors, side plates, and partition plates are interposed in the joints of a continuous wall, and under a condition that concrete for preceding wall is in a semi-hardened state, the side plates are drawn out. CONSTITUTION:A reinforcing bar cage 3 is set in a preceding excavated hole 1a, and a filler 11, e.g., crushed stones, etc., is packed into the space on the outside end of a joint box 10 attached to the cage 3. Under a condition that concrete for formation of preceding wall is in a semi-hardened state, the side plate 14 of the box 10 is drawn out, and a hole for succeeding wall is excavated on the side of the filler 11. The partition plate 16 of the box 10 is drawn out, a reinforcing bar cage for succeeding wall is inserted into the hole for succeeding wall by overlapping it with the cage 3, and concrete for succeeding wall is placed. The removal of the partition wall can thus be made easier and the continuous wall can be easily constructed.

10. 发明专利

JP2001152468A CUT-OFF PANEL METHOD FOR LAST JOINT OF SUBMERGED CAISSON 失效
公开(公告)号：JP2001152468A
公开(公告)日：2001-06-05
申请号：JP34042099
申请日：1999-11-30
申请人： OHBAYASHI CORP
发明人： SAMURA TSUNATOSHI , UEDA MASAHIRO , HAMACHI KATSUYA , MORIYAMA MAKOTO , NAKAMURA YASUSHI
IPC分类号： E02D29/073 , F16J15/10
摘要： PROBLEM TO BE SOLVED: To provide a cut-off panel method for the last joint of a submerged caisson capable of promoting work efficiency by reducing the number of cut-off panels. SOLUTION: A bottom panel 12 is provided on the bottom of the last joint a submerged caisson 10, and in a cut-off panel method for cutting water off from a joint section surrounded by both side face panels 18 and an upper face panel 16, the side face panels 18 are provided on both sides of the upper face panel 16 in a horizontally movable manner, and after the upper face panel 16 is provided on the upper face of the joint section of the caisson 10, the side face panels 18 are moved to closely contact with the side faces of the joint section.

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