WO2006112506A1 - Méthode de construction d'un corps flottant pour les constructions flottantes à marée haute - Google Patents

Méthode de construction d'un corps flottant pour les constructions flottantes à marée haute Download PDF

Info

Publication number
WO2006112506A1
WO2006112506A1 PCT/JP2006/308344 JP2006308344W WO2006112506A1 WO 2006112506 A1 WO2006112506 A1 WO 2006112506A1 JP 2006308344 W JP2006308344 W JP 2006308344W WO 2006112506 A1 WO2006112506 A1 WO 2006112506A1
Authority
WO
WIPO (PCT)
Prior art keywords
floating body
floating
foundation
building
construction method
Prior art date
Application number
PCT/JP2006/308344
Other languages
English (en)
Japanese (ja)
Inventor
Takeshi Hayashi
Original Assignee
Takeshi Hayashi
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Takeshi Hayashi filed Critical Takeshi Hayashi
Publication of WO2006112506A1 publication Critical patent/WO2006112506A1/fr

Links

Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
    • E04H9/14—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate against other dangerous influences, e.g. tornadoes, floods
    • E04H9/145—Floods
    • Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A50/00—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE in human health protection, e.g. against extreme weather

Definitions

  • Still another object of the present invention is to propose and disclose a floating body construction method for the above-mentioned storm surge floating building.
  • This is a floating structure with a floating structure that prevents flooding of the building against storm surge floods such as tsunami, typhoon and river flooding.
  • a method for constructing a floating body of a storm surge building characterized by the following steps 1 to 4.
  • the floating body is provided with an anchor pole that also projects the bottom force of the floating body, and a pole hole can be drilled on the surface so that the anchor pole is inserted into the foundation.
  • the following second anchor device may be provided.
  • the second anchor device is as follows.
  • the floating body is placed on the pedestal, and a guide wall extending in the vertical direction integrally with the foundation is formed on the side surface of the floating body, and the guide wall is configured to be in contact with the side surface of the floating body with a slight gap.
  • the anchor device composed of the anchor pole and the pole hole will not be anchored, and the floating body will be washed away by tidal current and flood water.
  • the storm surge levitated building of the present invention is a land-based building, and large facilities such as shipyards can be used, and a large floating body must be constructed by local construction in an urban area! /.
  • a floating body is placed on a pedestal, and a guide wall extending in the vertical direction integral with the foundation is formed on the floating body side surface so that the guide wall contacts the floating body side surface.
  • the floating body rises by receiving buoyancy from the inundation, but rises vertically without being swept away by the anchoring action of the anchoring device.
  • the present invention particularly relates to a construction method of a pontoon type floating body at a construction site.
  • the pontoon is a large crane capable of being lifted and moved by several tens of tons or more, a rail type stern or It is built in shipyards such as dry docks and floating docks. It was towed offshore.
  • the foundation made of reinforced concrete (4) is mostly buried in the ground, and is a container-structured pool type with a foundation bottom (18) and side walls (15) on all sides. The top of the side walls is slightly higher than the ground (9). Is formed.
  • the lifting work is completed when the jack lifts are all lowered in synchronism, the floating body is placed on the pedestal (5), and the jack lift is taken out.
  • Figure 10 shows the situation, and the inundation first hits the door (21) and flows into the bottom surface (18) of the pool base (7), and the maintenance passage becomes the water conduit (16) and quickly enters the entire pool. Submerged and floating body (1) rises due to large buoyancy.
  • This foundation (4) is not a pool type, but the pedestal (5) is exposed on the ground (9), so the floating body (1) deck (28) must rise up the hoistway (25) such as stairs. Nah ...
  • Fig. 11 is a side cross-sectional view as seen from the side, with the bow of the floating body facing the storm surge from the right side
  • Fig. 12 is a plan view
  • Fig. 13 is a side cross-sectional view from the front. It is.
  • An open / close door (21) is provided above the right end, and the swing is released in response to storm surge information such as a tsunami.
  • the sea surface is introduced to the bottom of the floating body to promote floating.
  • the open / close door (21) is constructed with three or more jack lifts (8) as in the previous embodiment by introducing a jack lift (8) as shown in Figs. ) Synchronize and jack up the floating body.
  • the tolerance between the outer diameter of the anchor pole and the inner diameter of the sheath member is set to a very large so-called harmless hole.
  • Figure 16 is a cross-sectional side view of the front as seen from the road side.
  • the left side is an adjacent building (33), which is closely built and narrower than the flat area of the building (20), and has a pool type foundation (7). I can't apply force.
  • the vertical cross-sectional position in the upper figure is the one cut along the CC cross-sectional line in the central figure.
  • a doorway (31) that can be opened and closed freely in the building, and a communication hole (44) that communicates with it and penetrates the floating body in a watertight downward direction. Connected to the aisle (6).
  • a swing type valve, a gate valve, and an air bag type that presses compressed air into a balloon processed with a rubber plate or a hydraulic pressure valve that presses liquid can be used.
  • Maintenance of the open / close door (21) and the actuator (43) allows workers to go down to the maintenance passage (6) from the entrance / exit (31) in the building via the communication hole and perform various inspections and maintenance work on the inside force. .
  • Figure 18 shows a pool-type foundation (7) that is built and built mostly underground.
  • Fig. 20 shows the situation in which reinforcing bars (47) are formed in the formwork (46) and the buoyancy mold (45) is installed, and in particular, the buoyancy mold (45) has a higher specific gravity than water when pouring concrete, which will be described later.
  • the reinforcing bars (47) in the vertical direction and on the upper surface of the floating body are placed to give strength.
  • the four buoyancy molds (45) in the center of the floating body are deformed into a flat L shape, A communication hole (44) penetrating in the central vertical direction is formed.
  • the jack lift (8) is lowered onto the maintenance passage through the communication hole and disposed at an appropriate position.
  • FIG. 23 shows a state in which the above-described ready-mixed concrete press-in work is completed.
  • the communication hole (44) force in the upper part of the floating body also lowers and introduces the jack lift.
  • Figure 24 shows the situation of the work of removing the formwork (46) by raising the jack lift synchronously. After ascending, lower the adjacent jack lift (8) slightly to remove the part of the formwork, then raise the jacklift to deposit the load and lower the others to remove the formwork.
  • This concrete floating body is more advantageous in maintenance than the floating body made of steel plate because there is no corrosion due to secular change.
  • the present invention is an evacuation facility against a tsunami disaster, and it is predicted that a Nankai earthquake or a Tonankai earthquake will occur in the near future.
  • the present invention is applied to ordinary residential buildings and large hotels, and is built in the coastal lowland where storm surge damage is likely to occur. there is a possibility.

Abstract

L'invention vise à proposer une méthode de construction de corps flottant pour un bâtiment flottant à marée haute et ne risquant pas d'être submergé par la marée même en cas de tsunami ou de typhon. Cette méthode de construction de corps flottant pour les bâtiments flottants à marée haute comprend les étapes suivantes : formation d'un piédestal capable de supporter le poids aérien d'un corps flottant de type ponton sur la face inférieure d'une fondation, construction d'une fondation adjacente au piédestal et comprenant un passage de maintenance placé à un niveau plus bas que le piédestal, assemblage du corps flottant de type ponton dans un espace prévu sur le côté supérieur du piédestal, introduction de trois vérins ou plus dans le passage de maintenance, élévation du corps flottant de type ponton par utilisation des vérins, application d'un traitement de surface à la face inférieure du corps flottant de type ponton et abaissement du corps flottant sur la surface supérieure du piédestal par utilisation des vérins.
PCT/JP2006/308344 2005-04-20 2006-04-20 Méthode de construction d'un corps flottant pour les constructions flottantes à marée haute WO2006112506A1 (fr)

Applications Claiming Priority (4)

Application Number Priority Date Filing Date Title
JP2005122429 2005-04-20
JP2005-122429 2005-04-20
JP2006-114348 2006-04-18
JP2006114348A JP2006322311A (ja) 2005-04-20 2006-04-18 高潮浮上建築物の浮体施工方法

Publications (1)

Publication Number Publication Date
WO2006112506A1 true WO2006112506A1 (fr) 2006-10-26

Family

ID=37115214

Family Applications (1)

Application Number Title Priority Date Filing Date
PCT/JP2006/308344 WO2006112506A1 (fr) 2005-04-20 2006-04-20 Méthode de construction d'un corps flottant pour les constructions flottantes à marée haute

Country Status (2)

Country Link
JP (1) JP2006322311A (fr)
WO (1) WO2006112506A1 (fr)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2011011386A1 (fr) * 2009-07-20 2011-01-27 Beyond Today Solutions & Technology Llc Navire flottant
US8457321B2 (en) 2010-06-10 2013-06-04 Nxp B.V. Adaptive audio output

Families Citing this family (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
RU2410511C2 (ru) * 2009-01-23 2011-01-27 Валериан Маркович Соболев Всплывающий во время наводнения дом
JP5592442B2 (ja) * 2012-07-12 2014-09-17 株式会社高知丸高 津波避難用シェルター
JP2014029066A (ja) * 2012-07-31 2014-02-13 Takeshi Hayashi 津波避難浮体と建造方法
JP5639231B1 (ja) * 2013-07-19 2014-12-10 株式会社新来島どっく 浮体式大人数緊急避難シェルター
KR101469949B1 (ko) * 2014-08-22 2014-12-08 주식회사 아이랜드 수면 부상식 시설물
CN106917527A (zh) * 2017-03-01 2017-07-04 金陵科技学院 一种家用隐藏式地下车库
JP6473474B2 (ja) * 2017-04-19 2019-03-27 特許業務法人真菱国際特許事務所 避難用構造物
RU2754820C1 (ru) * 2020-09-28 2021-09-07 Федеральное государственное бюджетное образовательное учреждение высшего образования "Кузбасская государственная сельскохозяйственная академия" Всплывающий дом

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS54159708U (fr) * 1978-04-28 1979-11-08
JPH0716861U (ja) * 1993-09-02 1995-03-20 公式 中村 津波から家屋を保護させてなる防護柵
JP2000513774A (ja) * 1996-11-20 2000-10-17 カーリンスキー，ハーマン 建築物浮揚システム

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS54159708U (fr) * 1978-04-28 1979-11-08
JPH0716861U (ja) * 1993-09-02 1995-03-20 公式 中村 津波から家屋を保護させてなる防護柵
JP2000513774A (ja) * 1996-11-20 2000-10-17 カーリンスキー，ハーマン 建築物浮揚システム

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2011011386A1 (fr) * 2009-07-20 2011-01-27 Beyond Today Solutions & Technology Llc Navire flottant
US8457321B2 (en) 2010-06-10 2013-06-04 Nxp B.V. Adaptive audio output

Also Published As

Publication number Publication date
JP2006322311A (ja) 2006-11-30

Similar Documents

Publication Publication Date Title
WO2006112506A1 (fr) Méthode de construction d'un corps flottant pour les constructions flottantes à marée haute
JP3110611U (ja) 浮体建築物
JP2007192007A (ja) 耐高潮建築物とその施工方法
JP2006322301A (ja) 浸水対応建築物とその建造方法
EP2274198B1 (fr) Bâtiments flottants
JP4609955B1 (ja) 津波シェルター
JP2006249915A (ja) 浸水浮上建築物およびその施工方法。
US20110132250A1 (en) Floating Buildings
JP6762464B1 (ja) 津波等の避難シェルター
JP2006233745A (ja) 水害浮上建築物の浮体施工方法
JP4882093B2 (ja) 高潮水害浮上建築物とその建造方法
JP2012215028A (ja) 建造物水難時人命保護構法
JP2006266068A (ja) 浮上建築物とその建造方法
JP2006291691A (ja) 水害浮上建築物とその建造方法
JP2012225032A (ja) 津波対応浮体建築物と建造方法
JP2012233330A (ja) 津波対応浮体建築物と建造方法
JP2012219534A (ja) 浸水対応浮体建築物とその建造方法
JP5914919B2 (ja) 風力発電設備の設置用構造
JP2007070982A (ja) 多目的災害避難建築物
JP6514917B2 (ja) シェルター
DK2860314T3 (en) Gravity fundering
US20080163567A1 (en) S&T Jordan PowerStructure System
US11746495B2 (en) Floating foundation
JP6569034B1 (ja) 津波等の避難シェルター
RU2381135C1 (ru) Способ установки и демонтажа донного комплекса для выполнения работ на шельфе и комплекс технических средств для его осуществления

Legal Events

Date Code Title Description
121 Ep: the epo has been informed by wipo that ep was designated in this application
NENP Non-entry into the national phase

Ref country code: DE

NENP Non-entry into the national phase

Ref country code: RU

122 Ep: pct application non-entry in european phase

Ref document number: 06745525

Country of ref document: EP

Kind code of ref document: A1