FLOOD-RESISTANT BUILDING EQUIPPED WITH FLOOD BARRIER, AND RENOVATION METHOD
20210363772 ยท 2021-11-25
Inventors
Cpc classification
E03F5/10
FIXED CONSTRUCTIONS
E02B3/10
FIXED CONSTRUCTIONS
Y02A50/00
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
Y02A10/30
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
International classification
E04H9/14
FIXED CONSTRUCTIONS
E02B3/10
FIXED CONSTRUCTIONS
Abstract
A flood-resistant building is equipped with a flood barrier which enables safe and long-term refuge during floods. In a site surrounding a building, a flood barrier is constructed which encloses nearly the entire periphery of the building. An opening sealing means is connected to an entrance hall and another section serving as an entrance and exit at normal times. The opening sealing means seals the openings of these sections in a watertight manner where the openings are sealed via the opening sealing means. The flood barrier is watertight and at least as tall as the inundation depth estimated to occur in a target area when flooding or storm surges arise. In order to enable long-term refuge, an emergency-use water receiving tank 4 and an emergency-use generator are installed on the roof of the building, and an emergency-use septic tank is installed underground on the site.
Claims
1. A flood-resistant building equipped with a flood barrier wherein the periphery of a building, which is one of a multiple dwelling housing, a hotel, an office building, a hospital or a factory, comprises a flood barrier made to be watertight constructed in a spacing relationship to the building and in a shape which encloses nearly an entire periphery of the building except openings serving as an entrance and exit at normal times, said flood barrier configured to be at least as tall as an inundation depth estimated to occur in an applicable target area, said flood barrier further configured to have a sufficient durability capable of resisting a water pressure at least corresponding to said estimated inundation depth, and the flood barrier further comprising an opening sealing means for sealing the openings of the flood barrier in a watertight manner during inundation is provided in said openings.
2. The flood-resistant building equipped with the flood barrier according to claim 1, wherein said flood barrier is mainly formed of watertight concrete.
3. The flood-resistant building equipped with the flood barrier according to claim 1, wherein said flood barrier has a plurality of windows which are made to be watertight.
4. The flood-resistant building equipped with the flood barrier according to claim 1, wherein decorations are applied to a surface of said flood barrier.
5. The flood-resistant building equipped with the flood barrier according to claim 1, wherein said opening sealing means is composed of a support having a guide groove and arranged at both sides of said opening, a plurality of vertically-arranged cutoff panels configured such that the opposite ends of each cutoff panel are fitted into said guide grooves, and a cutoff material interposed between said guide groove and said cutoff panel and between said cutoff panels.
6. The flood-resistant building equipped with the flood barrier according to claim 1, wherein said opening sealing means is a cutoff shutter which slides in a horizontal or vertical direction to seal said openings.
7. The flood-resistant building equipped with the flood barrier according to claim 1, wherein said building is an existing building, and said flood barrier is constructed posteriorly in the site of the existing building in a spacing relationship to said existing building.
8. A flood-resistant renovation method of a building wherein in the periphery of an existing building, which is one of a multiple dwelling housing, a hotel, an office building, a hospital or a factory, a flood barrier made to be watertight is constructed in a positional relationship to the existing building and in a shape which encloses nearly an entire periphery of the existing building except openings serving as an entrance and exit at normal times, and further comprising an opening sealing means for sealing the openings in a watertight manner during inundation is provided in said flood barrier openings, wherein the flood barrier is made to be at least as tall as an inundation depth estimated to occur in an applicable target area, as well as configured to have sufficient durability capable of resisting a water pressure at least corresponding to the estimated inundation depth.
9. The flood-resistant renovation method of the building according to claim 8, wherein a water receiving tank for the supply of service water in case of disaster is installed underground or on the site or the rooftop of said building.
10. The flood-resistant renovation method of the building according to claim 8, wherein an emergency-use generator for use in disaster is installed on the rooftop of said building.
11. The flood-resistant renovation method of the building according to claim 8, wherein a septic tank for use in disaster is installed underground or on the site of said building.
Description
BRIEF DESCRIPTION OF THE DRAWINGS
[0039]
[0040]
[0041]
[0042]
[0043]
[0044]
EMBODIMENTS OF THE INVENTION
[0045] Hereinafter will be described the present invention with reference to the attached drawings.
[0046]
[0047] Structurally, in the site surrounding the building 1, the flood barrier 2 is constructed in a shape which encloses nearly the entire periphery of the building 1, and an opening sealing means (see
[0048] The flood barrier 2 is made to be at least as tall as an inundation depth estimated to occur in an area where the building 1 is located, and hence, the flood barrier height can be arbitrarily set to be at least as equal as the estimated inundation depth in consideration of the securement of safety in case of unexpected problems, such as at least 2 to about 3 m when the estimated inundation depth is 2 m, at least 4 to about 5 m when the estimated inundation depth is 4 m and at least 5 to about 6 m when the estimated inundation depth is 5 m, for instance.
[0049] The flood barrier 2 shall be watertight and is thus formed by arranging L-shaped blocks of watertight concrete side by side, followed by interposing a cutoff material such as packing between the L-shaped blocks, for instance. Alternatively, the flood barrier 2 may be formed of cast-in place concrete as well.
[0050] As a matter of course, the flood barrier 2 shall have a structure and durability which are capable of adequately resisting the static and dynamic water pressures received when flooding or storm surges arise, and hence, a buttress and/or a stay is additionally installed, as needed.
[0051] Further, the flood barrier 2 also shall have a structure which is capable of coping with underground flows, backflows in sewage pipes and like problems which would be caused when inundation with a great depth occurs. Specifically, in order to cope with such problems, a depth of embedment of the flood barrier 2 is increased and/or the soil improvement of a foundation part of the flood barrier 2 is performed, as needed. Meanwhile, to a pipeline leading to the outside, a check valve 8 is provided.
[0052] While the present invention is to enable safe vertical refuge without difficulties, there exists the need to cope with even a situation where the duration of inundation in the area around the building is at least as long as one week, for instance, because of the fact that the residents would be basically inhibited from going into or out of the building overland when the area around the building is inundated up to a great depth.
[0053] Accordingly, in this embodiment, an emergency-use water receiving tank 4 is installed, together with an emergency-use generator 5, on the rooftop of the building 1 separately from a normal-use water receiving tank, and besides, an emergency-use septic tank 6 is installed underground on the site, thereby providing a constitution which can ensure the living environment of the long-term refuge which may last for at least one week to about one month, for instance. Further, for the occasions when having significantly high precipitation caused by heavy rainfall, a rainwater storage tank 7 installed underground on the site of the building is applied to suppress water-level elevation due to rainfall inside the flood barrier 2. In this case, rainwater fallen on a place enclosed with the flood barrier 2 can be once stored in the rainwater storage tank 7 and then drained through an upper part of the flood barrier 2 with a draining pump, as needed.
[0054] The embodiment of the present invention is also such that the periphery of the building is enclosed with the tall flood barrier 2, and hence, it may be considered that there is such problems that the flood barrier 2 would be a hindrance to natural lighting such as sunlight to thereby cause generation of a shadow and/or would make some residents on the first and second floors of the building 1 feel blocked psychologically, in which case, however, the problems relating to the natural lighting and/or the blocked feeling of the residents can be alleviated in a manner that a large-sized transparent window 9a is provided in the flood barrier 2 as shown in
[0055] In regards to the window 9a, use can be made of a polycarbonate window material and the like, for instance, from the viewpoints of strength and durability. Further, in order to prevent damages in a flood barrier portion to which the window 9a is installed, the window material may be mounted after a high-strength window frame such as a steel window frame is incorporated in such flood barrier portion.
[0056] Moreover, various decorations can be applied to the flood barrier 2 in consideration of the outer appearance, thereby providing the flood barrier also serving as a regionally symbolized spot-like structure so as to raise a value of property of the building 1.
[0057]
[0058] Conventionally, the hospitals or like buildings have been equipped with an emergency-use power supply to prepare for long-term blackouts, or in some cases, there has been also provided the equipment supposed to be used for vertical refuge when the floods arise, in which case, however, it is to be understood that inundation into the building 1 has been prevented merely in such a manner that a doorway to the building 1 is closed, and hence, various troubles and/or damages would be expected to be caused under the circumstances that the inundation depth reaches the second floor of the building.
[0059] Meanwhile, the present invention is to allow the tranquil space 3 isolated to be formed inside the flood barrier 2 even when the risk of inundation due to flooding or storm surges arises, so that damages to the building 1 itself can be kept to a minimum.
[0060] The embodiment shown in
[0061] As a matter of course, an opening is to be provided in the section serving as the entrance and exit at normal times such as those connected to the entrance hall, to the parking place and to the place where the residential wastes and others are to be carried out, and hence, the openings of these sections are sealed when the risk of inundation due to flooding or storm surges arises, thereby forming the space 3 isolated inside the flood barrier 2.
[0062]
[0063] The opening sealing means according to one instance shown in
[0064] A cutoff material such as packing is interposed between the guide groove of each of the support 11 and the additional support 12 and the cutoff panels 14 and between the cutoff panels 14 to ensure the watertightness during the time that the opening is in a sealed state.
[0065] The additional support 12 and the cutoff panels 14 are placed in the state of being stored in a storage space in the building or its site at normal times, and installation of the additional support and the cutoff panels after removal from the storage space takes place at emergency situations where flooding or storm surges are expected to arise. The weight of the additional support 12 and that of the single cutoff panel 14 are preferably such that the additional support and the single cutoff panel are each allowed to be handled by manpower.
[0066] Referring to
[0067] Alternatively, a reinforcing rib may be also installed to the cutoff panel 14, when a panel strength of the cutoff panel 14 is insufficient.
[0068]
[0069] The embodiment shown in
[0070] Although being similar to the embodiments shown in
[0071] Referring to
[0072] While the embodiment shown in
[0073]
[0074] Specifically, the embodiment shown in
[0075] The opening 10 of the flood barrier 2 is sealed via the cutoff door 16 serving as the opening sealing means when the floods arise, thereby forming the space 3 isolated between the periphery of the factory building and the flood barrier 2 to prevent damages to the building.
[0076] It is to be noted that the embodiment shown in
EXPLANATION OF REFERENCE NUMERALS
[0077] 1 . . . Building, 1a . . . Multiple dwelling housing, 1b . . . Office building, 1c . . . Hospital, 1d . . . Storehouse, 2 . . . Flood barrier, 2a . . . Embedded portion, 3 . . . Space, 4 . . . Water receiving tank, 5 . . . Emergency-use generator, 6 . . . Septic tank, 8 . . . Check valve, 9a . . . Window, 9b . . . Decoration, 10 . . . Opening, 11 . . . Support, 12 . . . Additional support, 13 . . . Support receiver, 14 . . . Cutoff panel, 15 . . . Ladder, 16 . . . Cutoff door, 21a . . . Factory, 21b . . . Factory, 21c . . . Factory, 21d . . . Factory, 21e . . . Factory, 21f . . . Factory, 21g . . . Factory, 21h . . . Factory, 22 . . . Precast concrete product manufacturing factory